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Permit D17-0026 - AMC - SOUTHCENTER 16 AUDITORIUM #9
AMC - SOUTHCENTER 16 AUDITORIUM #9 3600 SOUTHCENTER MALL D17-0026 Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 Permit Number: 3600 SOUTHCENTER MALL Issue Date: Permit Expires On: AMC- SOUTHCENTER 169 -AUDITORIUM #9 017-0026 8/7/2017 2/3/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940, CARLSBAD, IL, 92013 MATT MURRAY 111 W WASHINGTON ST, STE 450 , CHICAGO, IL, 60602 LTC! LTD 210 BONAIR AVE , HATBORO, PA, 19040 LTCILL*919DZ GASTINGER & WALKER ARCH 817 WYANDOTTE , KANSAS CITY, MO, 64105 Phone: (312) 296-1577 Phone: (215) 245-0300 Expiration Date: 3/19/2019 DESCRIPTION OF WORK: REMODEL OF AN EXISTING AMC MOVIE THEATER TO INCLUDE MECHANICAL, ELECTRICAL, NEW PROJECTION SYSTEM IN BOOTH, NEW SPEAKERS IN AUDITORIUM. NEW PROJECTOR/VIEW PORT WINDOWS, NEW ROW PLATFORMS, STAIRS AND KNEE WALLS FOR NEW RECLINER SEATING AND NEW FINSHES IN THE AUDITORIUM. NEW AUDITORIUM ENTRY AND SIGNAGE AS PER PLANS AND CDE. Project Valuation: $400,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $7,047.31 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code:. 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: - Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Wv Date: 8-7-17 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: elaSAA Date::/ 17 iZ,V) 7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the. Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 0 0 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy. Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by. Tukwila building inspector. No exception. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Officialfromrequiring the correction of errors in the construction documents and other data. 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearancebetween the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Maintain fire extinguisher coverage throughout. 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not belessthan 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 21: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 22: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) o 23: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 24: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 28: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 29: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 30: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 35: In occupancies of Groups A, E, 1 and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 4046 SI-EPDXY/EXP CONC • 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 0 Building Permit No. P'P00 Project No. Date Application Accepted: Date Application Expires: only) ) � (For office e CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 3600 Southcenter Mall Tenant Name: AMC - Southcenter 169 - Auditorium #9 King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes A ..No PROPERTY OWNER Name: WEA Southcenter, LLC Address: 2049 Century Park East 41st floor City: Los Angeles State: CA Zip: 90067 CONTACT PERSON — person receiving all project communication Name: Matt Murray Address: 111 W. Washington St. City: Chicago State: IL Zip: 60602 Phone: (312) 296-1577 Fax: (312) 407-7915 Email: mmurray@burnhamnationwide.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Jana Ellyce Bee Triplett Address: 817 Wyandotte City: Kansas City State: MO Zip: 64105 Address: Email: akinderknecht@gastingerwalker.com City: Lenexa State: KS City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Linc\2011 Applications\Permit Application Revised -8-9-1 I.doex Revised: August 2011 bh 1 ARCHITECT OF RECORD Company Name: GastingerWalker& Architect Name: Jana Ellyce Bee Triplett Address: 817 Wyandotte City: Kansas City State: MO Zip: 64105 Phone: (816) 421-8200 Fax: Email: akinderknecht@gastingerwalker.com ENGINEER OF RECORD Name:,t 4 &t' 7/, 0,6 L {i r,Q!,t Company Name: Hoss & Brown Address: Qj1 y#4/ Qrx .% / p C�J• Engineer Name: Laura Michelle Blanchard State CitY) Afr .A / : �y0 Zip: /„iJ'/Q— � 7 Address: 11205 W. 79th St. City: Lenexa State: KS Zip: 662141. Phone: (913) 362-9090 Fax: Email: lblanchard@h-be.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:,t 4 &t' 7/, 0,6 L {i r,Q!,t /'► Address: Qj1 y#4/ Qrx .% / p C�J• State CitY) Afr .A / : �y0 Zip: /„iJ'/Q— � 7 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 400,000 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Remocel of an existing AMC movie theater to include mechanical, electrical, new projection system in booth, new speakers in auditorium, New projector/view port windows, new row platforms, stairs and knee walls for new recliner seating and new finishes in the auditorium. New auditorium entry and signage as per plans and code. Will there be new rack storage? ❑ Yes e.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Fully Sprinklers Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes el No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \201 1 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 91,924 0 0 IIB A2/A3 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Fully Sprinklers Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes el No If "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \201 1 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): No exterior work - Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila • 0...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline 0...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ ...Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 • ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone ..▪ .Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut '❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 WO # WO #, WO # Private 0 Private ❑ 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Stale Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 0 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY :Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: Matt Murray Mailing Address: 111 W. Washington St., Suite 450 H:\Applications\Forms-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 02/07/2017 Day Telephone: (312) 296-1577 Chicago IL 60602 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $139.74 D17-0026 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 EL17-0113 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 ELECTRICAL $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R13255 R000.345.830.00.00 1.00 $67.83 $139.74 Date Paid: Tuesday, January 09, 2018 Paid By: JEREMY GIBSON Pay Method: CREDIT CARD 32120Z Printed: Tuesday, January 09, 2018 11:26 AM 1 of 1 C1SYSTEMs Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK$4,354.47 ACCOUNT QUANTITY I PAID D17-0026 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $4,354.47 DEVELOPMENT $4,147.33 PERMIT FEE R000.322.100.00.00 0.00 $4,142.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $207.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12072 R000.322.900.04.00 0.00 $207.14 $4,354.47 Date Paid: Monday, August 07, 2017 Paid By: LTC! LIMITED Pay Method: CHECK 66021 Printed: Monday, August 07, 2017 1:55 PM 1 of 1 SYSTEMS • Cash Register Receipt City of Tukwila Receipt Number R10797 DESCRIPTIONS ACCOUNT QUANTITY PAID $2,692.84 $2,692.84 $2,692.84 $2,692.84 $2,692.84 D17-0026 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R10797 R000.345.830.00.00 0.00 Date Paid: Friday, February 10, 2017 Paid By: GASTINGER AND WALKER ARCHITECT Pay Method: CHECK 36979 Printed: Friday, February 10, 2017 11:07 AM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D17-662.47 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Am C seuiniakTER Aliffu_ Type of Inspection: Address: VigtOS v'rlte ►7 Mm -L Date Called: Special Instructions: 8il1LDiNb- /%1/l L. Date Wanted: t� e� -ja a is p.m. Requester: Phone No: i1-50 -27/-6/37 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: /a9 V ;/t RA) #\\c( bc16 Inspector: .?<" Date: 2-16 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Di 7-o0 2� Permit Inspection Request Line (206) 438-9350 Project: me smi A/tet t_ • ' Type of Inspection: TV /!', _ . '' G,' . - _ _ Address:/p.S �+Z /(y�,//�/ Date Called: Special Instructions: 14OT;ThRiV q Date Wanted: /-22- ca•ml p.m. Requester: 4/0 -27J-3737 `PhonecIit -03- 6753 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: -Os Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Jf7-J2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: I i 'm 'R Type of Ins ection: 1N Address: 3140 ScopkiAnER Mu Date Called: Special Instructions: "'T' Date Wanted: / —2,0/7 a.m. p.m. Requester: ..)R,zPwy Phone No: qte _40`15- 5153 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01.<— rm-- flhNG- A014102 €5T -C- 77Q41 Inspector: y6" Date: fz-2-0-f7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17— 002.0 Project:�j /�/ V/ Soel 7Yc', ',.!/irie /0,14c-tRi$i!i Type of inspection: NG-- Address: Date Called: Special Instructions: Date Wanted: - L9 —17 .m� p.m. Requester: —AZ/R,i144 Phone No: qtg—aq_ --5,5-3 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: A -/f/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di7-©oa-4 Project: /VW F Type of Inspection: fl -414/ NG - Address: WO .5-011'T CFArirR ALL_ Date Called: Special Instructions: /9U0/ A/V- Date Wanted: [2-,-)3-/7 a.m. p.m' Requester: aR/E Phone No: _ Crif5--41 = .5453 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Uf - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.,,Type /7%C /1/7.(D - 1 of Inspection: ./ . --,-7/v". f Address:Contactt Suite #: )6d) $ /44A1/ Person: j -a-� j` of/iis7e/Z Special Instructions: Phone No.: 03e) 2-7 6/3 Approved; per applicable codes. Corrections:required prior to approval. COMMENTS: 41/972/71 5� / 727 -T 17r -s -c Needs Shift Inspection: Sprinklers: t, Fire Alarm: Hood & Duct: '- Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: G, yS_,/ bate: :..573//f Hrs.:. f. '7%f//t/ U / t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form:Doc 3/14/14 T.F.D. Form F.P. 113 1 Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all Ri Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: AMC Southcenter 16, Auditorium #9 Date 2/3/2017 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use 11 FIL Company Name: AMC Entertainment Inc. Company Address: 11500 Ash St., Leawood KS, 66211 Applicant Name: Applicant Phone: Applicant Email: Project Description • New Building • Addition t•, Alteration i•4 Plans Induded Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting € Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ' Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance „ M Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wettage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE fore. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into lighting power compliance form. Refer to Section C503.6 for additional auiremenis a the one `� Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced " ■ € ■ Less than 50% of existing are replaced i ■ ■ l ■ Lamp and/or ballast replacement only — existing total wattage not increased 1 o 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new+ existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to numberof luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. „r pp� D�n('�p�? Allralth7a cg:. "n .htr$ff�s►�'t. /h�alloesa. ' � �� ` NCE APPROVED MAY 20 g 011 ' v t h2tvvi! Cit'Y Of ql ikvilia gc, Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) Ir ■ l ■ New or moved lighting panel ■ ■ ■ Interior space is reconfigured - uncharged or relocated M• •luminaires it New wiring or circuit - For interior lighting, providg�ca�0rc if �err405.2.3, occupancy sensor controls per C405.2.1, daylightr� s onsive controls per C:40572.4 4 and application specific lighting controls per C405.2.5. For exterior lightin. .rovide required controls per C405.2.7. New or moved panel - Provide all applicable lighting con . 5 s riotedw wring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required „,,,.1.• .. .l new interior space. Application specific lighting control provision:.,, r� e . =.5 � t reconfigured e n rior or exterior lig mgr systems and existing space uses and configuration are not changed. Change of Space Use areas under -going a change in space use are upgraded to types per Tables C405.4.2(1) or C405.4.2(2). to the current Code in Proposed Lighting Wattage form. • Existing interior lighting systems in comply with LPAs for the new space Identify interior spaces requiring LPD upgrade table in LTG -INT -BLD or LTG -INT -SPACE Dil' OO21 Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories an Project Title: AMC Southcenter 16, Auditorium #9 Date 2/3/2017 Interior Lighting System Description Movie theater auditorium lighting. Interior Lighting Power Allowance Method • Building Area Method Space -by -space Method Select method used in project. Interior Lighting Controls lr, All C405.2.1 - C405.2.8 Controls • C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) ■ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply wth C406.4, no less than 90% of the total installed interior lighting poster shall comply wth required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in duelling units comply wth: 0 • C405.2 thru C405.5 Commercial Lighting Controls and LPA O C406.3 High Efficacy Lighting 0 Exterior Lighting System Description Interior Lighting - Space -By -Space Method LTG -INT -SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 ow* 3 stories and all R1 Revised August 2016 Project Title: AMC Southcenter 16, Auditorium#9 Date 2/3/2017 Calculation Area NOTES 0 0 Addition - AI Addition stand alone + existing 0 Spaces where < 50% of 0 Spaces where Z 50% of 0 luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type • Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage "°"1 9 Location (plan #, room #) Space Type Ceiling HeightNOTE2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ftx area) Audiotrium #9 Audience/seating area (permanent): motion picture theater 4332 0. 910 3942 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAYNOE6 Total Area Retail Display 4332 LTG -INT -DISPLAY Allowed Watts Allowance from 3943 Proposed Lighting Wattage NOTES Location (plan #, room #) Fixture Description NOTE4, s, 6 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 Audiotrium #9 A- WALL MOUNTED LIGHT B - BULLNOSE WITH LED ON TOP/FRONT C - BULLNOSE WITH LED ON FRONT D - FLOOR LIGHT M- FLOOD BEAM DOWNLIGHT Number of Fixtures 253 112 Audiotrium #9 Audiotrium #9 Audiotrium #9 G - 6000K TAPE LIGHT P - BLACK SURFACE MOUNTED FIXTURE IHM - ILLUMINATED HANDICAP MONOGRAM J - SOFFIT MOUNTED TRASH NICHE LIGHT D1 - EXISTING D2 - EXISTING N - EXISTING A- EXISTING 77 66 1 34 9 4 5 3 2 2 16 Watts/ Fixture NOTE? 1 2 1 0 5 3 11 0 0 39 100 120 100 Al - EXISTING AX - EXISTING 4 4 70 86 Watts Proposed 177 188 54 20 5 102 97 1 2 117 200 240 1600 280 344 Proposed Retail Disp ay Lighting from LTG -INT -DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 3426 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wettage of the transformer. For line voltage track/buswey systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to demonstrate compliance. Refer to C502.1. Interior Display Lighting - Space -by -Space LTG -INT -DISPLAY 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: AMC Southcenter 16, Auditorium #9 Date 2/3/2017 General Note - In Sales areas, an increase in lighting power allowance is permitted for lighting installed specifically for the purpose of highlighting merchandise. Only Sales areas illuminated with eligible merchanise display lighting may be included in the Gross Interior Area undereach Retail category. This lighting power allowance is the Maximum Retail DisplayAllowence OR the Total Retail Proposed Display Watts, whichever is less. Proposed retail display lighting wattage that exceeds this allowance is applied to general area lighting. Maximum Allowed Retail Display Lighting Wattage For Building Department Use Location (plan #, room #) Retail Sales Area TypeN°TE 1 Gross Interior Area in ft2 Allowed Watts per ftz NOTE 2 Watts Allowed (watts/ft' x area) Total Retail With Display Area Maximum Total Watts Base Allowance Allowance °TE 3 Retail Display Lighting Retail Display Proposed Retail Display Lighting Wattage NOTE4 Retail Area Location (plan #, room #) Fixture Description NOTE 5 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Proposed Retail Display Lighting Totals from LTG -INT -DISPLAY Total Retail Proposed Display Watts"OTE 7 Retail Display Power Allowance 8 Retail 1 Retail 2 Retail 3 Retail 4 Note 1 - Select retail sales areas from drop down menu. Only retail sales areas that comply with C405.4.2.2.1 may be entered in this table. Note 2 - Retail display lighting power allowances per C405.4.2.2.1, Equation 4-11. Note 3 - Maximum retail display wattage allowance as calculated per C405.4.2.2.1, Equation 4-11. Note 4 - Only separately controlled retail display fixtures that are independent of general area lighting per C405.4.2.2.1 may be entered in this table. Note 5 - For proposed Fixture Description, list ALL proposed display lighting fixtures. Indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballasttype (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved e source. For luminaries with screwvn lamps, enter the manufacturer's listed maximum inputwettage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 wettsineal foot, or enter the wattage limitof permanent current limiting device. Note 7 - Total Retail Proposed Display Watts is automatically entered into the Proposed Fixture Wattage table in LTG -INT -SPACE. Note 8 - Retail display lighting power allowance is the lesser of the Maximum Retail Display Allowance OR the Total Retail Proposed Display Watts. Retail displaywettage allowance is automatically entered in the Maximum Allowed Lighting Wattage table in LTG -INT -SPACE. Note 9 - Enter a unique title for each lobby area in project that has art/exhibit display lighting. Note 10 - Lobby art and exhibit display wattage allowance per Table C405.4.2(2), Footnote c = 0.5 W/ft2. Note 11 - Proposed displaylighting totals for each lobby area per information entered into Proposed LobbyArt/Display Lighting Wattage Interior D spiay Lighting - Space.'by-Spade 20 - p - te Energy. Code Compliance Forms for Comm r al Buildings including R2, R3, R4 over 3 stories and all R1 general area rghbnq, maybe entered in this tb. LTC._Us T !SPLAY Revised July 2016 PA& latiE4obby e1g6tt,R&01Q .ilipippticallyenteredinLTG-INT-SPACE. Date 2/3/2017 General Note - In Lobby areas, an additional wettage allovnence is permiited for lighting installed specifically for the purpose of highlighting art and exhibits. Only Lobby areas loth eligible display lighting may use this additional allovtence. Proposed display lighting for each Lobby area may not exceed this allot4ence. Maximum Allowed Lobby Art/Exhibit Display Lighting Wattage For Building Department Use Lobby Area NOTE s Lobby Description including (plan # & room #) Gross Interior Area in f12 Maximum Display Watts Allowed Per Area NOTE 10 Proposed Display Lighting Total Per Area NOTE 11 Total Lobby with Display Area Total Lobby Art/Exhibit Display Allowance OTE 13 Proposed Lobby Art/Exhibit Display Lighting Wattage NOre 1: Lobby Area Location (plan #, room #) Fixture Description NOTE s Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Total Lobby Art/Exhibit Proposed Display Watt Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: AMC Southcenter 16, Auditorium #9 Date 2/3/2017 Calculation Area "owe 0 O Addition - O Addition stand alone + existing O Spaces where < 50% of O Spaces where z 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type 0 Standard Q Additional Efficiency Package Option• C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% loner than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattagem 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ftxarea) / Total Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 2, 3, 4, 5 Number of Fixtures Watts per FixtureNOTE 6 Watts Proposed Compliance by Building Area NOTE? Building Area Wamings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the Totals project scope. Select building area category from drop down menu. Note 2 - Proposed fixtures must be listed in the building area in which they occur. List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), numberof lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 4 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 5 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires wth screw-in lamps, enter the manufacturer's listed maximum input inettage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transfomrer. For line voltage track/busvey systems, enter the larger of the attached luminaire wattage 50 wettsAineal foot, or enter the wattage limit of permanent current limiting device. Note 7 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wettage between Building Area types is not allowed under the Building Area Method compliance path. Note 8 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project or they may be combined with the overall existing building or Exterior Lighting LTG -EXT 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: AMC Southcenter 16, Auditorium #9 Date 2/3/2017 Exterior Lighting Zone Table C405.5.2(1) Specified by jurisdiction. 0 Zone 1 O Zone 2 0 Zone 3 Q Zone 4 Zone selection required to enable LTG -EXT form For Building Department Use Calculation Area 0 0 Addition - 0 Addition stand alone + e>asting d Alteration with < 50% O Alteration with Z 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts • Efficacy> 80 lumens/watt • Exemption • Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE 1 Base Site Allowance: 0 Tradable Surfaces Surface Description Area (ft`), perimeter (If) or # of items Ailowea watts per ftorperlf Anowea vvatts x ft2 (or x If) Total Allowed Tradable + Site Allowance Watts: able Proposed Lighting Wattage Tradable Surface Fixture Description NOTE 3, a Number of Fixtures Watts per Fixture NOTE s Watts Proposed Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: wefts plus the base site allowance. Anv base site allowance not needed to make tradable watts comply can be applied to individual non -tradable IN on- l radabie Maximum Allowed Lighting Wattage --' Site Allowance Remaining: 0 Non -Tradable Surfaces Surface Description Area (ft2), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) n -Tradable Proposed Lighting Wattage NOTEZ Non Tradable Surface Fixture Description NOTE s' a Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Non -tradable proposed watts may not exceed allowed wefts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: Remaining Site Allowance: Exterior Lighting Note 1- List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low rS� WoIFGordon k Image depicts 12'x 12 inch section Colorways ©2016 Wolf -Gordon Inc. All Rights Reserved 800 347 0550 REVIEWED FOR CODE COMPLIANCE APPROVED MAY :y.;. 2 6 2017 City of Tukwila BUILDING DIVISION Felted FELT 605AW Black Coal F1 Category: Wallcovering Material: Acoustical Collection: Acoustical Materials 01 Physical Properties Content: 100% Polyester Backing: Fused Polyester Finish: Fosshieid antimicrobial Width: 63" Weight: 25 oz per linear yard Hanging Information: Straight Hang, Random Match Performance Fire Rating: Class A, in accordance with ASTM E84 Flame Spread: 5 / Smoke Developed: 10 Permeability Rating: 95 Colorfastness to Light: Passes AATCC 16— Grade 5 @ 40 hrs Contains mold and mildew inhibitors Noise Reduction Rating = .20 Sustainability Low emitting—passes Cal 01350 standard (LEED EQ 4.2) Product contains 95% post -consumer recycled content RECEIVED Free of PVC, formaldehydearty etparAwiLA phthalates Manufactured in the USA MAY 18 2011 Price PERMIT CENTER For pricing, please log in Custom Capabilities Custom colors available for a minimtm�t�l fCT ION 1500 yards Warranty .TR# 1 Product covered by Wolf -Gordon's five-year limited warranty. p11 -0020 Acoustical Wallcovering Installation and Maintenance Guidelines For Acoustical Wall Carpets 'BEFORE YOU BEGIN Lxamine the material carefully to ensure that the material, color, and quality are satisfactory and as ordered. Check that the quantity and dimensions match the required specifications, prior to cutting. In the event that any discrepancies are found, STOP and contact Wolf -Gordon customer service at 800-347-0550, before proceeding. We recommend that Acoustical wallcovering be acclimated in the installation area for at least 72 hours prior to and after installing, at 60-80111F, with relative humidity at 50% or less. Verify that the wall moisture content does not exceed 4% using a reputable moisture meter, and that active moisture infiltration, condensation, and/or accumula- tion—particularly in warm, humid climates—is not present. If walls show mold, mildew or visible moisture damage, or if moisture content exceeds recommendations, do not proceed with installation until the condition has been fully corrected under the direction of a qualified professional. Wolf -Gordon will not be responsible for any performance or quality issues if moisture problems are not addressed before or following installation. SURFACE PREPARATION All surfaces must be clean, dry, structurally sound, and free of grease and mildew. Stains such as ink, grease, crayon, or other foreign matter should be spot treated with a stain -killing primer to prevent bleeding through the new material. With all surfaces—once properly prepared—apply a good quality, acrylic or latex wallcovering primer/sealer. If an oil-based primer was used, apply an acrylic or latex primer over it before hanging, to avoid trapping moisture or dhesion problems. If the surface does not have a uniform color, use a pigmented primer. 'New drywall should be finished to a Level 4 as per the Gypsum Association guidelines (www.gypsum.org), although it Level 5 is preferred. Follow with a pigmented primer. !Newly plastered walls should completely cure for 60-90 days, and not have excessive quantities of lime or alkali. Follow with an adhesion -promoting primer. An adhesion test should be performed to ensure compatibility of the primer with the adhesive. Painted surfaces should be tested for moisture resilience. Hold a wet sponge or cloth to the paint surface for 15 seconds, rub the surface vigorously with a cloth, and if little or no paint is removed, the surface should be sound. If a large amount comes off, sand or wash the surface with ammonia and water to remove the paint. Once dry, apply a pigmented, adhesion -promoting primer. Painted walls should also be tested for adhesion. Existing walls present varied conditions, but essentially, glossy surfaces should be sanded, and mildew should be cleaned from the surface with a solution of two cups household bleach per gallon of water. Unless firmly bonded to the wall, old wallcovering should be scraped and removed. Nicks, gouges, and other surface blemishes must be filled and sanded smooth. Follow with a pigmented, adhesion -promoting primer. HANGING GUIDELINES Wallcovering rolls of are numbered consecutively and should be cut and installed in reverse sequence, starting with '.the highest numbered roll. All panels should be hung in sequence as they are cut from the roll, using only full widths hof material, whenever possible. Install the wallcovering under permanent lighting conditions to evaluate color and ;texture uniformity. Acoustical wallcoverings require a straight hang (do not reverse) to produce the most even shading. The material 'should be table trimmed on both selvages to ensure a clean, straight edge. A new, sharp blade and a paperhanger's ;straightedge should be used on each panel. Cut the panels to the height of the wall plus 2", to allow for trimming at the ceiling and baseboard. If any defect, color variation, or unacceptable pattern effect is noticeable after three panels are cut and hung, STOP and contact Wolf -Gordon immediately. Wolf -Gordon cannot accept any claims on labor or material after more than WolFGordon 114 three lengths have been installed. Upon approval, returns will be subject to a 35% handling and restocking charge. Requests for return authorization must be made within 30 days of ship date. ADHESIVE APPLICATION 'Apply a uniform coat of a heavy duty, clear, non -staining premixed wallcovering adhesive directly to the wall using a short -napped paint roller or stiff bristle brush. Do not use a pasting machine. Spread the paste on the wall about 8" beyond the width of each panel, to avoid getting adhesive on the first panel when you adhere the one next to it. ;Allow the paste to dry, then apply a second coat and allow it to dry to its maximum tackability without being overly dry. Do not mix water into the adhesive and be careful not to over -paste the wall. jl 'INSTALLATION Hang the first panel from top to bottom, laying the leading edge against a penciled plumb line. Use a stiff bristle brush or plastic smoother (do not use sharp -edged tools) to ensure that the wallcovering makes contact with the wall. Smooth from the top of the panel down, working out all air bubbles. Trim at the ceiling and baseboard with a sharp razor blade. Butt the leading edge of the second panel to the edge of the first, keeping the carpet "pile" in one direction, without leaving gaps at the seams. Before applying the next panel, trim the top and bottom as with the first panel, and proceed in the same manner around the room. Avoid cutting narrow widths of material for placement above doors and below windows. Vertical joints should not occur Tess than 10 inches from inside or outside corners. If you have to hang a partial width (e.g., into a corner), make sure the joint on the flat wall is made with two pre -trimmed edges; never join the middle of a strip to a pre - trimmed edge. When trimming around chair rails and ceilings, always use a broad knife rather than a straightedge. Take extra care in keeping the adhesive off the face of the wallcovering as it cannot be easily removed. Should any get on the surface, allow it to dry and then flake it off with a stiff brush. Do not attempt to wash the affected area, as this will only dilute the adhesive and may cause it to spread. After installation, the walls and wallcovering should be monitored for potential moisture or vapor infiltration, which must be promptly eliminated. MAINTENANCE 'Stains on acoustical wall carpet should be treated quickly. A solution of one tablespoon of dry powder detergent to one pint of lukewarm water is effective on many water -borne stains. With solid stains, scrape up the excess working from the outside to the middle to prevent spreading. If a liquid is spilled, blot with an absorbent cloth, again working from the outside in. Then sponge with the detergent solution and blot with a paper towel. For stubborn stains, it may be necessary to sponge with a non -chlorine bleach solution or a dry cleaning solvent. Occasional vacuuming will help maintain the product's fresh look. Note: The above is intended only as a guideline. Wallcovering installations must conform to current hanging instructions included with each shipment. The installer has final responsibility for proper installation and evaluation of jobsite conditions. WolFGordon 11/01/13 @aBR.cIaTE WALL FINISHING SOLUTIONS ReCore® Environmentally Friendly Multi -Purpose Insulation 1. PRODUCT NAME ReCore® 2. DISTRIBUTOR Fabricmate Systems, Inc. 2781 Golf Course Dr., Unit A Ventura, CA 93003 Phone: (805)642-7470 Fax: (805)642-3154 www.fabricmate.com 3. PRODUCT DESCRIPTION Basic use: ReCore® is a white, polyester fiber insulation used for acoustical control, to provide a high -impact tackable panel, or wall surface, and for thermal insulation. Benefits: ReCore® is a lightweight, durable, semi-rigid substrate. It is impact resistant and tackable. It is fabricated from 100% polyester with no irritating fibers and it is free of volatile organic compounds (VOCs) including formaldehyde. It resists bacteria and fungal growth, is non- toxic and non -allergenic. It will not rot, deteriorate, or change color over time. The product can be easily fabricated on the job site using standard tools. Composition & Materials: ReCore® is manufactured from 100% Polyester fibers thermo-bonded together to achieve the desired thickness and density. ReCore® has a 60% post consumer content (recycled plastic beverage containers.) ReCore® is itself 100% recyclable or alternatively it can be safely destroyed by incineration. Sizes: ReCore® is available in a variety of thicknesses from 1/4" to 2" and in both quarter and full (485;96" & 24"x48") sheets. It is available in all white or black faced white. Densities: ReCore® is available in: 1/4"-l0pcf &6pcf 3/8" -10 pcf 1/2"-9.4 pcf, & 4.5 pcf 3/4" - 6.0 pcf 7/8" - 6.0 pcf 1" - 6.0 pcf, & 3.0 pcf 2" - 6.0 pcf, & 3.0 pcf 4. TECHNICAL DATA Applicable Standards: • BOCA, ICBO, SBCCI, CABO, ICC Fire Resistance: • ASTM E84, UBC 8-1, ANSI/NFPA 101 Maximum 1/4"-15 Maximum 1/4"-20 Physical/C e Spread Index "-5 Developed Index 2"-160 em cal Properties • Acoustical Performance ASTM C423 (see table) • Thermal Performance ASTM C518 1/4'-2.10,1"-3.59,2"-4.10 • Water Vapor Sorption <0.4% by weight - Non -hygroscopic • Weather Resistance No change in appearance ATM C 1338-08 Standard Test Method for determining fungi resistance of insulation materials and facings. Passed with no fungal growth found on all replicates at 40x magnification after 4 weeks of incubation. 5. INSTALLATION ReCore® Multi -Purpose Insulation is applied directly to drywall, concrete, CMU, or other ASTM E 84, Class A material. ReCore® can be cut and installed using standard tools. ReCore® can also be used as a component of pre -made acoustical and tackable panels, modular panel systems, as well as ceiling tiles, baffles, clouds, diffusers, and as flooring underlayment. 6. AVAILABILITY AND COST ReCore® is sold worldwide. For availability and cost contact your local contractor, Fabricmate Systems dealer, or contact Fabricmate Systems directly at (866)622-2996 or via e-mail at fmsales@fabricmate.com ACOUSTICAL & THERMAL PERFORMANCE PRODUCT ABSORPTION COEFFICIENTS @ OCTAVE BAND CENTER FREQUENCIES Density Thickness 125 250 500 1000 2000 4000 NRC in. mm. 9.4 pcf 1 /2 13 0.00 0.05 0.32 0.70 0.93 1.01 0.50 6.0 pcf 1 25 0.09 0.23 0.69 1.01 1.09 1.06 0.70 6.0 pcf 2 50 0.14 0.69 0.95 1.02 0.97 0.98 0.90 Fabricmate Systems, Inc, 2781 Golf Course Drive, Unit A, Ventura, CA 93003.7640 1 866.622.2996 ,118Y1111..!•,. COMMERCIAL TESTING COMPANY 1215 South Hamilton Street • Post Office Box 985 • Dalton, GA 30722 Telephone (706) 278-3935 • Facsimile (706) 278-3936 Standard Method of Test for Surface Burning Characteristics of Building Materials ASTM E 84-08a 1/2" ReCore® 9.4 PCF 100% Polyester Core Acoustical Sound Board Report Number 08-10157 Test Number 4026 -4340B -1008R September 12, 2008 Fabricmate Systems, Inc. Ventura, California Commercial Testing Company (Authorized Signature) This report is provided for the exclusive use of the client to whom it is addressed. It may be used in its entirety to gain product acceptance from duly constituted authorities. The test results presented in this report apply only to the samples tested and are not necessarily indicative of apparent identical or similar materials. Sample selection and identification were provided by the client. A sampling plan, if described in the referenced test procedure, was not necessarily followed. This report, or the name of Commercial Testing Company, shall not be used under any circumstance in advertising to the general public. TESTED TO BE SURE® Since 1974 INTRODUCTION This report is a presentation of results of a surface flammability test on a material submitted by Fabricmate Systems, Inc., Ventura, California. The test was conducted in accordance with the ASTM International fire test response standard E 84-08a, Surface Burning Characteristics of Building Materials, sometimes referred to as the Steiner tunnel test. This test is applicable to exposed surfaces such as walls and ceilings. The test is conducted with the specimen in the ceiling position with the surface to be evaluated exposed face down to the ignition source. The ASTM E 84 test method is the technical equivalent of NFPA No. 255 and UL No. 723. This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire -hazard or fire -risk assessment of materials, products, or assemblies under actual fire conditions. PURPOSE The purpose of the test is to provide only the comparative measurements of surface flame spread and smoke development of materials with that of select grade red oak and fiber -reinforced cement board, Grade II, under specific fire exposure conditions. The test exposes a nominal 24 -foot long by 20 -inch wide test specimen to a controlled air flow and flaming fire adjusted to spread the flame along the entire length of a red oak specimen in 5.50 minutes. During the 10 -minute test duration, flamespread over the specimen surface and density of the resulting smoke are measured and recorded. Test results are calculated relative to red oak, which has an arbitrary rating of 100, and fiber -reinforced cement board, Grade II, which has a rating of 0. The test results are expressed as Flame Spread Index and Smoke Developed Index. The Flame Spread Index is defined in ASTM E 176 as "a number or classification indicating a comparative measure derived from observations made during the progress of the boundary of a zone of flame under defined test conditions." The Smoke Developed Index, a term specific to ASTM E 84, is defined as "a number or classification indicating a comparative measure derived from smoke obscuration data collected during the test for surface burning characteristics." There is not necessarily a relationship between the two measurements. The method does not provide for measurement of heat transmission through the surface tested, the effect of aggravated flame spread behavior of an assembly resulting from the proximity of combustible walls and ceilings, or classifying a material as noncombustible solely by means of a Flame Spread Index. The zero reference and other parameters critical to furnace operation are verified on the day of the test by conducting a 10 -minute test using 1 /4 -inch fiber -reinforced cement board, Grade II. Periodic tests using NOFMA certified 23/32 -inch select grade red oak flooring provide data for the 100 reference. TEST SAMPLE The test sample, selected by the client, was identified as 1/2" ReCore® 9.4 PCF, 100% Polyester Core Acoustical Sound Board. Six test panels, each measuring two feet wide by four feet in length, were received. They were physically self-supporting and required no additional sample preparation. The panels were transferred to storage racks and conditioned to equilibrium in an atmosphere with the temperature maintained at 71 ± 2°F and the relative humidity at 50 ± 5 percent. For testing, the panels were placed end-to-end on the ledges of the tunnel furnace to make up the necessary 24 -foot test sample and the test conducted with no auxiliary support mechanism. TEST RESULTS The test results, calculated on the basis of observed flame propagation and the integrated area under the recorded smoke density curve, are presented below. The Flame Spread Index obtained in E 84 is rounded to the nearest number divisible by five. Smoke Developed Indices are rounded to the nearest number divisible by five unless the Index is greater than 200. In that case, the Smoke Developed Index is rounded to the nearest 50 points. The flame spread and smoke development data are presented graphically on Page 4 of this report. Test Specimen Flame Spread Index Smoke Developed Index Fiber -Reinforced Cement Board, Grade II Red Oak Flooring 0 100 0 100 1/2" ReCore® 9.4 PCF, 100% Polyester Core Acoustical Sound Board 15 200 OBSERVATIONS Specimen ignition over the burners occurred at 0.13 minute. Surface flame spread was observed to a maximum distance of 9.06 feet beyond the zero point at 9.95 minutes. The maximum temperature recorded during the test was 676°F. CLASSIFICATION The Flame Spread Index and Smoke Developed Index values obtained by ASTM E 84 tests are frequently used by code officials and regulatory agencies in the acceptance of interior finish materials for various applications. The most widely accepted classification system is described in the National Fire Protection Association publication NFPA 101 Life Safety Code, where: Class A Class B Class C 0 - 25 Flame Spread Index 26 - 75 Flame Spread Index 76 - 200 Flame Spread Index 0 - 450 Smoke Developed Index 0 - 450 Smoke Developed Index 0 - 450 Smoke Developed Index Class A, B, and C correspond to Type I, II, and III respectively in other codes. They do not preclude a material being otherwise classified by the authority of jurisdiction. e ASTM E 84 TEST DATA Client: Fabricmate Systems, Inc. Test Number: 4026 -4340B -1008R Material Tested: 1/2" ReCore® 9.4PCF Date: September 12, 2008 Test Results: Time to Ignition Maximum Flamespread Distance Time to Maximum Spread 20 18 16 14 a) • 12 10 f0 • 8 0 6 4 2 Transmittance, % 0 100 90 80 70 60 50 40 30 20 10 0 Flame Spread Index Smoke Developed Index = 00.13 minutes = 09.06 feet = 09.95 minutes = 15 = 200 Time, minutes Time, minutes THE DEPARTMENT OF FIRE TECHNOLOGY •e�..� INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A FABRIC COVERED ACOUSTICAL PANEL: AP SwRI PROJECT NO. 01-3104-413—a FINAL REPORT SEPTEMBER 24, 1990 Prepared for: GOLTERMAN AND SABO, INCORPORATED 5731 MANCHESTER AVENUE ST. LOUIS, MISSOURI 63110-1992 SOUTHWEST n RESEARCH INSTITUTE E CITY OFFTUK UKWtLA hemical Engineering Division MAY 1 8 2017 PERMIT CENTER ouston, Texas • Detroit, Michigan • Washington, D.C. - CORREiTIO LTR# REVIE -V % & pp COMPLIANCE E alias/W�Ts• s MAI 262.0 City e Tukwila BUILDING -DIVISION 1*1 -OO2LQ tit• • SOUTHWEST RESEARCH INSTITUTE POST OFFICE DRAWER 28510 • 6220 CULEBRA ROAD • SAN ANTONIO. TEXAS. USA 78284 • 1512) 584-5111 • TELEX 244845 CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY • INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A.FABRIC COVERED ACOUSTICAL PANEL: AP SwRI PROJECT. NO. 01-3104-413—a .FINAL REPORT SEPTEMBER 24, 1990 Prepared for: GOLTERMAN AND SABO, INCORPORATED 5731 MANCHESTER AVENUE ST. LOUIS, MISSOURI 63110-1992 By: Carl A. Hafer, P.E. Manager Fire Testing Services Approved by: Alex B. Wenzel, Director Department of Fire Technology for Dr. Robert E. Lyle, Vice President Chemistry and Chemical Engineering This report is for the information of the Client. It may be used in its entirety for the purpose of securing product ecceptence from duly constituted approval authorities. Neither mi. report nor the name of the Institute shall be used in aublieity or adveniting. SAN ANTONIO. TEXAS DALLAS/ FT WORTH. TEXAS • HOUSTON. TEXAS • DETROIT, MICHIGAN • WASHINGTON. DC INTRODUCTION This report presents the results of ASTM E84 flame spread tunnel tests on material submitted by the Client. It contains a description of the materials tested, the preparation and con- ditioning of the specimens, the test procedure, and finally, the test results. Materials are tested under ASTM E84 -89a, "Standard Method of Test for Surface Burning Characteristics of Building Materials." This test method is similar to the test method specified in NFPA No. 255, UL No. 723 and UBC No. 42-1. ASTM E84 is a test procedure method only and does not set requirements for materials. Therefore, SwRI does not assign a classification to the material tested. Building codes, such as the Uniform Building Code, have requirements dependent on the building type, occupancy, etc. The building code having jurisdictionin the location a material is to be used will determine compliance of the test results. The actual test specification.followed, including theappropriated revision, is indicated on the individual summary pages. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials,• nor to the performance when used in combination with other materials. All test data are on file and are available for review by authorized persons. The purpose of the test is to evaluate performance of the test specimens in relation to that of glass -reinforced cement board and red oak flooring under similar fire. exposure. The results are expressed in terms of flame spread, smoke developed and temperature during a 10 -minute exposure and are. recorded Department of Fire Technology SwRI Project No. 01-3104-413-a 3 as a ratio with glass -reinforced cement board 0 and red oak flooring 100. The following pages represent a summary of the information obtained during the evaluation of the submitted material. These summary pages and graphs are not to be used separately, in lieu of this complete final report. DESCRIPTION AND PREPARATION OF MATERIALS Each material submitted for evaluation is reported separately. The description of the tested sample, cure time and test date are listed in the Description section of the appropriate summary page. Each 21 -in. x 25 -ft (0.53 x 7.63-m) specimen is prepared in accordance with standard procedures and the Client's instructions.. Exceptions to the standard procedure are noted in:the..Description section on the summary page. The specimens are conditioned in an atmosphere maintain- ed between 68 and 78°F (20 and 26°C) temperature and 45- to 55 -percent relative humidity.. TEST PROCEDURE Reference data are obtained and furnace operation checked by conducting a 10 -minute test with glass -reinforced cement board on the day of the test and by periodic tests with red oak flooring. These tests provide the 0 and 100 references for flame spread and smoke developed. Ignition over the burners was noted 41 seconds after the start of the test in the most recent calibration with red oak flooring. Each specimen to be evaluated is tested in accordance with the standard procedure. Department of Fire Technology SwRI Project No. 01-3104-413—a 4 TEST RESULTS The test results are calculated on the basis of observed flame travel and the measurement of areas under the recorder curves of furnace temperature and smoke developed. To allow for possible variations in results due to limitations of the test method, the numerical results are adjusted to the nearest figure divisible by 5. Results for each test are presented in 'the appropriate summary page. OBSERVATIONS DURING AND AFTER TESTS The observations made during and after each test are 'presented on the summary page. GRAPHICAL DATA Recordeddata for flame spread, smoke developed and tem— perature for each specimen are shown in the figures following the summary page as a solid line on each graph. Department of Fire Technology SwRI Project No. 01-3104-413-a DESCRIPTION Company: _. Date Received: Trade Name:. Identification: Description: Amount Received: Color: Fabric Content: Width: Length: Total Thickness: Total Weight: Nominal Unit Weight: Golterman and Sabo, Incorporated 09/05/90 AP Panel......... Standard AP Panel The Client provided the following construction details: 5 1 -in. 6-lb/ft3 density fiberglass with Guilford FR -701-2100 Standard Panel Fabric laminated to the face and edges with non- flammable Spray Contact Adhesive Vangrip No. 21-18-17. 3 panels Gray fabric, yellow fiberglass core 100% Polyester 21.0 in. 96.0 in. 1.00 in. 23.0 lb 78.75 oz/sq.yd PREPARATION AND CONDITIONING Substrate Used: Date In Lab: Conditioning: Preparation: TEST RESULTS Test Date: Test Time: Flame Spread Index: Smoke Developed Index: (0.533 m) (2.438 m) (25.400 mm) (10.442 kg) (2.678 kg/sq.m) 0.25 -in. (6.35 -mm) glass -reinforced cement board placed between the specimen and the furnace lid 09/10/90 8 days, 70°F and 50% relative humidity The 21 -in. x 24 -ft (0.53 x 7.32-m) specimen was prepared using the panels submitted by the Client. These were placed end-to-end in the furnace with the fabric side exposed to the flames. No other support or preparation was required. A 14 x 21 -in. (0.36 x 0.53-m) section of 16-ga (1.6 -mm) sheet metal was placed over the burner and under the leading edge of the first section to deter flame impingement on the unexposed surface in accordance with the test procedure. Department of Fire Technology 09/18/90 14:44:02 10 65 SwRI Project No. 01-3104-413-a 6 OBSERVATIONS DURING TEST Color -Change, min:s steady Ignition, min:s Peeling, min:s Dripping, min:s Melting, min:s Burning on Floor, min:s Burning on Floor Out, min:s Maximum Sluff Off, min:s Position Maximum Flame Front, min:s Position Afterflame Floor, min:s OBSERVATIONS AFTER TEST' Fabric Consumed To Surface Char To Severe Char To Fiberglass resins Consumed To Department of Fire Technology 5:30 0:06 7:30 0:06 0:05 6:03 10:41 1:06 11.0 ft (3.35 m) 8:00. 8.00 .ft (2.44 m). 0:41 19.5 ft 14.0 ft 8.00 ft 5.00 ft (5.948 m) (4.270 m) (2.440 m) (1.525 m) .11111111. VV1-11-1%, pi -,11 Lt Jr1u I.{ 117L... !.0d1pC;tr• P10-: 01-3104--413 20 - 18- ▪ 16S 73 1`1: 12- 4j - / 8 E 6. ii 4- 0 i ' 1 1 1 1.1,1.1 ' 1 ' 1 1 0 1 2 3 4 5 6 7 8 9 10 Time (minutes) Time & Date: 14:44:02 09-18-1990 0 10 20 �-` 30 Sh ? 40 50 0 60 (01 70 90 90 100 2000 1750 - n� • 1500- . 112 1250 1000 - LI 4 750 • 500 250 - 0 0 1- 3 4 5 6 7 Time (minutes) 9 10 Red Oak Red Oak Red Oak Reinforced ....................... Cement Board u 2 3 4 5 6 7 Time (minutes) 1 9 10 rr' i'n. c c. 1-, M E L F A B C O, INC. CONVERTERS OF DECORATIVE FABRICS 105 Cedar Lane Phone 201-569-0002 Englewood, NJ 07631 Fax , 201-569-2828 This is to certify that the Flame Resistant fibers and fabric. fabrics identified below were woven with Inherently therefore is inherently flame resistant for the life of the the Flame Resistant Requirements specified by the FOR THE ACCOUNT OF: Golterman & Sabo, Inc. FOR INSTALLATION AT: 2,4111 L � John W. McIntyreMclnty Notary Public State of New Jersey LD. No.2272548 Qualified in Bergen County Commission Expires March 1, 2011 i� :•--� -� '�:f,��1,il5r;:i:tl-��S'}2�'=�.'ty✓,��' :.:'i.r:Yi'},�,':�`jt`l C%:�:��'U';•;f. !,�rJ.(r �t�om_;„•`.;:.�.:.I.sl'+y,1J,�';.��' ;✓of,f,%:ai' ib;{a�v , ���;i}�1::T`?��"..�.��/i�..:L' �.' r}y`-.�:i��:�.��iY•:rf!� ;L.=-'...' ;7 4 , - • 1~ -f• tit•h ' '''‘i,-.4.44% t;41-1 g�,fr)yi1 HORNWOOD FABRICS INCORPORATED 973-683 1228 10 WATERLOO DRIVE MORRIS PLAINS NJ 07950 2/16/06 GOLTERMAN & SABO 3555 SCARLET OAK BLVD St. LOUIS , MO 63122 ATT : NED GOLTERMAN HORNWOOD ttVC 0 1? ViOaegnontl 14 C PLEASE NOTE THAT STYLE 1061FR, AND STYLE 9070FR, PRODUCED BY HORNWOOD INC OF LILESVILLE , NC DESIGNATE STYLE NUMBERS THAT PASS 701FR SPECIFICATIONS. ALL YARDAGE SHIPPED UNDER THESE STYLE NUMBERS ARE TESTED BEFORE SHIPPING IN OUR LABORATORY, AND INDIVIDUAL LOT TEST RESULTS ARE AVAILABLE ON EACH LOT SHIPPED IF REQUESTED. THANK YOU SPENCER SNAPS NY SALES MGR • SOUTHWEST RESEARCH INSTITUTE POST OFFICE DRAWER 28510 • 6220 CULEBRA ROAD • SAN ANTONIO, TEXAS, USA 78284 • 15123 684.5111 • TELEX 244648 CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY INVESTIGATION OF THE SURFACE BURNING CHARACTERISTICS OF A FABRIC COVERED ACOUSTYCAL PANEL: ACOUSTI-TACK I SWRI PROJECT NO. 01-3104-413-a FINAL REPORT SEPTEMBER 24, 1990 Prepared for: • GOLTERMAN AND SABO, INCORPORATED 5731 MANCHESTER AVENUE ST. LOUIS, MISSOURI 53110-1992 By: az494. Carl A. Hafer, P.E. Manager Fire Testing Services Approved by: Alex 8• Wenzel, Director Department of Fire Technology for Dr. Robert E. Lyle, Vice President Chemistry and Chemical Engineering Mit noon ie for the information of the Chant, b mw be used in sit innate for the purpose of minium; product a¢aolence from duly eenetnuad approval authorane. Norther tme upon nor the name of the ln,htute shell be used us outshone or edvenisinp, SAN ANTONIO; TEXAS DALLAS / FT WORTH. TEXAS • HOUSTON. TEXAS • DETROIT. MICHIGAN • WASHINGTON, DC INTRODUCTION This report presents the results of ASTM E84 flame spread tunnel tests on material submitted by the Client. It contains a description of the materials tested, the preparation and con- ditioning of the specimens, thetest procedure, and finally, the test results. Materials are tested under ASTM E84 -89a, "Standard Method of Test for Surface Burning Characteristics of Building Materials." This test method is similar to the test method specified in NFA No. 255, UL No. 723 and UBC No. 42-1. ASTM E84 is a test procedure method only and does not set requirements for materials. Therefore, SwRI does not assign a classification to the material tested. Building codes, such as :the Uniform Building Code, have requirements dependent on the building type, occupancy, etc. The building code having jurisdiction in the location a material is to be used will determine compliance of the test results. The actualtest specification followed, including the appropriated revision, is indicated on the individual summary pages. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials, nor to the performance when used in combination with other materials. All test data are on file and are available for review by authorized persons. The purpose of the test is to evaluate performance of the test specimens in relation to that of glass -reinforced cement board and red oak flooring under similar fire exposure. The results are expressed in terms of flame spread, smoke developed and temperature during a 10 -minute exposure and are recorded Department of Fire Technology SwRI Project No. 01-3104-413-a 3 as a ratio with glass -reinforced cement board 0 and red oak flooring 100. The following pages represent a summary of the information obtained during the evaluation of the submitted material. These summary pages and graphs are not to be used. separately, in lieu of this complete final report. DESCRIPTION AND PREPARATION OF MATERIALS Each material submitted for evaluation is reported separately. The description of the tested sample, cure time' and test date are listed in the Description section of the appropriate summary page. Each 21 -in. x 25 -ft (0.53 x 7.63-m) specimen is prepared 'in accordance with standard procedures and the Client's instructions. Exceptions to the standard procedure are noted in the.Description section on the summary.,page. The specimens are conditioned in an atmosphere maintain- ed between 68 and 78°F (20 and 26°C) temperature and 45- to 55 -percent relative humidity. TEST PROCEDURE 'ReferenTce data are obtained and furnace operation Checked by conducting a 10 -minute test with glass -reinforced cement board on the' day of the test and by periodic tests with red oak flooring. These tests provide the 0 and 100 references for flame spread and smoke developed. Ignition over the burners was noted 41 seconds after the start of the test in the most recent calibration with red oak flooring. Each specimen to be evaluated is tested in accordance with the standard procedure. Department of Fine Technology SwRI Project No. 01-3104-413-a 4 TEST RESULTS The test results are calculated on the basis of observed flame travel and the measurement of areas under the recorder curves of furnace temperature and smoke developed. To allow for possible variations in results due to limitations of the test method, the numerical results are adjusted to the nearest figure divisible by 5. Results for each test are presented in the appropriate summary page. OBSERVATIONS DURING AND AFTER TESTS• The observations made during and after each test are presented on the summary page. - GRAPHICAL DATA Recorded data for flame spread, smoke developed and tem- perature for each specimen are shown in the figures following the summary page as a solid line on each graph. Department of Fire Technology SwRI Project'No. 01-3104-413-a DESCRIPTION Company: Date Received: Trade Name: Identification: Description: Amount Received: Color: Fabric Content: Width: Length: Total Thickness: Total Weight: Nominal Unit Weight: 5 Golterman and Sabo, Incorporated 09/05/90 Acousti-Tack I Standard Acousti-Tack I Panel The Client provided the following construction details: 1 -in. 6-lb/ft3 density fiberglass with Guilford FR -701-2100 Standard Panel Fabric laminated to the face and edges with non- flammable Spray Contact Adhesive Vangrip No. 21-18-17. 3 panels Gray fabric, yellow fiberglass core 100% Polyester 21.0 in. (0.533 96.0 in. (2.438 1.00 in. (25.400 23.0 lb (10.442 78.75 oz/sq.yd (2.678 PREPARATION AND CONDITIONING Substrate Used: Date In Lab: Conditioning: Preparation: TEST RESULTS Test Date: Test Time: Flame Spread Index: Smoke Developed Index: m) m) mm) kg) kg/sq.m) 0.25 -in. (6.35 -mm) glass -reinforced cement board placed between the specimen and the furnace lid 09/10/90 8 days, 70°F and 50% relative humidity The 21 -in. x 24 -ft (0.53 x 7.32-m) specimen was prepared using the panels submitted by the Client. These were placed end-to-end in the furnace with the fabric side exposed to the flames. No other support or preparation was required. A 14 x 21 -in. (0.36 x 0.53-m) section of 16-qa (1.6 -mm) sheet metal was placed over the burner and under the leading edgeof the first section to deter flame impingement on the unexposed surface in accordance with the test procedure. Deparonent of Fire Technology 09/18/90 14:44:02 10 65 SwR2 Project No. 01-3104-413-a 6 OBSERVATIONS DURING TEST Color -Change,. min:s Steady Ignition, min:s Peeling, min:s Dripping, min:s Melting, min:s Burning on Floor, min:s Burning on Floor Out, min:s Maximum Sluff Off, min:s Position Maximum Flame Front, min:s Position' Afterflame Floor, min:s OBSERVATIONS AFTER TEST Fabric Consumed To Surface Char To Severe Char To . Fiberglass resins Consumed To Department of Fire Technology 5:30 0:06 7:30 0:06 0:05 6:03 10:41 1:06 11.0 ft 8:00 8.00 ft 0:41 19.5 ft 14.0 ft 8.00 ft 5.00 ft (3.35 m) (2.44 m) (5.948 m) (4.270 m) (2.440 m) (1.525 m) .._.LI .-... •. ••• .Jr,Wu ILICo. 'O ECT'1 O: 01-3104-413 Time & Data: 14:44:02 09-18-1990 20 - 18- e 16 13 14 -j �i 12 a 10- 8 - L 6- Lt. 4 2 0 0 10 20 P 3.0 o� 40 50 v 60 70 90 90 100 2000 1750 0 1500 - 1250 I Red Oak: 1000 `�. 750 Reinforced 500 . . . . .............................. Cement - 250 : Board • 1 1 , 1 a 1. 2 • I • I ' I • r . I I ' ! 4 5 6 7 8 9 10 Time (minutes) 0 4 5 6 Time (minutes) 9 • 10 Red Oak • Red Oak . 0 4 5 6 Time (minutes) 10 PMA 1 Engineering FILM STRUCTURAL DESIGN CALCULATIONS For DOLBY CINEMA AT AMC SOUTHCENTER 16 AUDITORIUM #9 TUKWILA, WA Revision 1 May 12, 2017 Supplemental Structural Calculations REVIEWED FOR= CODE COMPLIANCE APPROVED MAY 26 2011 4 City of Tukwila BUILD Pages 059- 087 Auditorium Renovation Supplemental Calculations 6717 Shawnee Mission Parkway 1 Suite 100 1 Overland Park, KS 66202 1 913-831-1262 1 Fax 913-831-0148 pmaengineering.com 0 p 059 PMAEngineering Southcenter 16 — Auditorium #9 April 25, 2017 Structural Site Visit Checklist P16273 • Slab thickness at o Lower depressed slab in front of screen 5" Thick boe.Y ' Co ' pc.c..V o Slab below raised seating area 5" Thick o Projection Booth 5" Thick O General Framing members and direction of span above auditorium See marked up S1.1 O Framing above Projection Booth for support of new RTU. o Member sizes and spacing 30" deep wide flange, assume lightest section. o Spans Estimated from observation. ❑ Beam sizes and spacing beneath depressed framing area in front of screen. d' Typical beam is a W33x152. Spacing is 10`-0" on center. (4 0'{ to ❑ Verify and confirm presence of sub -framing beneath posts under stadium seating. �i� - �'a Sub beams are visible under stadium seating, exact location not possible to verify. acro j. ❑ Verify and confirm presence of sub framing immediately adjacent to depressed framing area. Sub framing is present at this location. • Verify if space under tall stadium seating is an occupied space or a void. Space is occupied by mens and woolens rest rooms and an electrical room. 6717 Shawnee Mission Parkway. 1 Suite 100 1 Overland Park, KS 66202 1 913-831=1262 1 Fax 913-831-0148 pmoengirieering,cnrn MOT atitn aq, I rn � ( ant�a�n emeM e6ui4see 10m Eus .41 d 1 g 060 a� m a zi zl _ti y1 ,1 sl of al w o! < wwrilaare4mv et no -mums tizotextor.x0,45 SLAB INFORMATION ZVO gz z F. 41 7.4 w w 0 x a Z 0 17- -J J w w N 2 o 2,1 5 R _ ? = t 0 j - -- - 1: _,._.._ . - _' 2 ---' d "_' L,: •ry scs �'� 7. i F. 4- o. - ill C e -. -. r., .,. £.= il !. : 5 v T. 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M ti A&.PeEp f\-% W 33v r S a ( h o r.J `f'Y? .00 vt c7<_ -r6 ?;ft, C.E1) .04' DE -CV/ M tut,' 1390'` cJ LL11 v' wnn AY _ 1 �ci0 t\KS NSA' Gft�t� e'?2,eY.1S 04- -M 67-Z14-) 4 -Mtz-z1t-) Cb..M Ac -,e rr) j119 ps 0 -da -12,6 ?Tr, epsC STS 10 S km ETc. sort E: x(St acrx e m LL -0„;6:\ 0.1_ rS Mtn C kfA-c (K (NSPr(da 13tAMS 0. Fog- up BEAMBOY V2.2 REPORT outh Center Roof Beams BEAM PROPERTIES Beam Length = 58 ft. Moment of Inertia = 3610 in^4 Modulus of Elasticity = 29000000 psi Distance From Neutral Axis to Furthest Fiber =14.82 in. LOAD CONFIGURATION Point Loads 795 Ib., x=3.5 ft. 795 Ib., x=10.5 ft. Distributed Loads Start=360 Ib./ft., x=0 ft.; End=360 Ib./ft., x=58 ft. Start=360 Ib./ft., x=36.5 ft.; End=360 Ib./ft., x=47.5 ft. Moments Supports Simple support; 0 ft., Reaction=12930 Ib. Simple support; 58 ft., Reaction=13500 Ib. AXIMUM VALUES Maximum Bending Moment Maximum Bending Stress — Maximum Deflection— -1 Maximum Slope = 0.298 -de ee 189800 Ib. -f a 5/5/2017 t x=31.5 ft. x=31.5 ft. t x=29.41 ft. at x=58 ft. 063 ;. t.-xf cs ) r )" C-)17. CP (a ,eti MS /1/41..k of, 7 u t,)c IJ EVJ UA"( . PMA 1 Engineering Engineer A-1`411\ Date 5 `� `\1 Page Checked Date ProjectC�1 Ct IJ t I rz-_ &A( Sheet of 064 ?Qt. �\Tt v %Scc NUNDJ C cE O).) 25 \i X06 S�Y�UC. rv�� ' i iPi C L -r (0)J 12(00-14. 1:70L0n Tb KVO A.„2j; 0,c., . f: 4g t h..t_c Ipa CrCrD N Off. Tr1L PO4L (] . 30„ CJA.Ms •cr 1 e Fri AL- • L Tb 30 ?--ALt•M 1S V2:30x9 O. U' oc, IN ,u1L.(7i1Jcr7 () i3 �� ' \ C — 4_1111\1; TO f I%) ' �.Cj\ So ?1)\---onn 00 ' Q NAW -V)014' .,OV. a(srt `,11 D• S 4 . 7RAV c -7S/ aE \M SPA► e t:'Tc 4 t`5 . C'' Jlc C (A) 3C3 x 9 ° Lor -A) Lk-- 4 ac-opS DL = y Sp c w2 L»3V ySPs x eL = -SC105219) k. ?, P. L tA,k L �s Sia 1Jr� a 00(1. 0 ,3-se^eunTIv AVIV ,kS p, L. P= l9S Qb ( A ----«c Iie-fS I:mM o.marT• exis-r x_, S-CE"LL Ute. �IC 1.) lc:, So CslieEhS 13Y lOWE c.'CtOI0, LOAD A,DOE'P E.ktSruoc, I� -7r CYfotA -[Y(fS wt Lk.tIJcraAspE c- 13Y ts pelt \t''g(„ Ih c ileAv1' '"1toc, ?k e� Tai Less -cm),) .Sd(v El' 1Ae it Gam , INVH ltlrN31 r,M4 �• 4Nr1a 1P VNti /ia14 • .... .... imna ill P. InTion OW" Nom =o - xaoa EaHe ng a v gib 065 JIng I r ICIMMEM MIMIC VAPIEWIEWEilkMtiS bld3. EEki aMC 0 sC=sa,a, 0011e1WLIORIRINO) 1\14tV- ‘14 knt.XVI? 4P44 Ik • 04 0:1Sk4 I I k h.N3 MIN m _ '1011111•111- L - iitill r1 ^ a Y,I .051 4. -4 4, 1 V 4, II\ (I\ 5/4/2017 AMC Southcenter 16 -Google Maps Google Maps AMC Southcenter 16 066 —"a•�nt a Anne's Prcuel: Westfield Southcenter ¢sear 0140.4 W — rola nrhm.t4a --.. P G_oogley _ 1nNn 111 ‘stS I)(,, MeL#'+ oon as (4cof?%C AMC Southcenter 16 4.2 * * * * • 188 reviews Movie Theater 9 3600 Southcenter Mall, Tukwila, WA 98188 Located in: Westfield Southcenter amctheatres.com t, (206) 214-0180 urtFn�`.rnui, magery ©2017 Google, Map data ©2017 Goo e e 20 ft f_,.. _ ..i New 9• -co (io st- 1)t, kocATtAttgE 51 Vt.isrt‘Wot Poo: BAMS (30" tome FLAgelA Wtve 90441e t) ice/Nitco) https://www.googte.com/maps/place/AMC+Southcenter+l6/@47.4581573,-122.2567736,112m/data=13m111e3!4m5!3m411sox0:oxc96dadfl c8b2ccf7!8m2!3d47.4... 1/2 c 0 PMA Engineering Beam Field Measurements Date: April 26, 2017 Project: AMC Southcenter Beam Location: 'r -r - n Beam depth "d" 10 Beam width "bf' _ Flange thickness "tf' --- Web Web thickness "t,;" = 067 Notes: Age=c4e _ elOnZ>it a- power® ex -s4 or~ PoiTtAA Folertf4t. et -64- -z ,. Probable :Bean Size: Lt p x 10 413-831-1262 ! Fax 913-831-0148 petcae n in , r m. MANE' 0 Weights 0 068 (Name) High Efficiency RTU (Date) Table 100.Maximum unit & corner weights (Ib) and center of gravity dimensions (in.) cooling with optional electric heat units only Tons Unit Model No. Weights (Ib)(a)r (b) Corner Weights(c) 250.0 Center of Gravity (in.) Shipping Net A B C D Length Width 121/2 TS*150F 1781 1413 475 368 263 308 50" 29" TH*150G 2514 2062 640 550 409 462 50" 30" THD150G(Reheat Units) 2451 2000 636 522 382 458 56" 36" 15 TS*180F 2281 1822 618 493 336 378 57" 33" TH*180G 2482 2030 605 554 416 456 58" 36" THD180G (Reheat Units) 2445 2002 637 523 382 458 57" 36" 1712 TS*210F 2292 1863 591 510 372 388 61" 35" TH*210G 2443 1991 608 532 390 461 56" 36" THD210G (Reheat Units) 2513 2069 658 540 396 474 58" 35" 20 TS*240F 2353 1925 614 514 375 422 57" 35" TH*240G 2513 2061 657 542 392 470 55" 35" THD240G (Reheat Units) 2516 2071 659 541 396 474 58" 35" 25 TS*300F 2337 1878 595 510 372 402 60" 35" TH*300G 2514 2062 658 546 391 468 55" 35" THD300G (Reheat Units) 2565 2087 600 577 445 465 59" 36" (a) Weights are approximate. Horizontal and downflow unit and corner weights may vary slightly. (b) Weights do not include additional factory or field installed options/accessories. For option/accessory additional weights, reference cable 102, p. J 45 to be added to unit weights. (c) Corner weights are given for information only. 121/2-25 ton models must be supported continuously by a curb or equivalent frame support. * Indicates both downflow and horizontal units. CENTER OF GRAVITY 4 LENGTH ---0- CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY Emmmaer Mama! nrH Manama Q119(51 Ar Dancer 80D b Power Exhaust Rod Curb 250.0 Oaersiied Mobr 5.0 Ib Hal Guard Hngad A¢ns s Dors 274 b Max Unit Operating 2323.0 Ib (Y)A`,( 6) G 0. (:)c oi_. CD LICi RTPRCO28AA-EN PMA 069 Engineering ENGINEER: AMCM DATE: 5/5/2017 CHECKED: PROJECT: SouthCenter DATE: PAGE: 1 SHEET: 1 OF 1 Design Seismic Design Force Component Being Analyzed: RTU Determine Seismic Design Force, FP: 0.4a 5D c]']•'., z 1p ) component amplification factor, a P = spectral acceleration, short period,SDS = Fp (Eq 13.3-1) 2.5 0.969 component operating weight, WP = 2685 lbs component response modification factor, RP = 6 component importance factor, I , = 1 height in structure of component attachment, z = 78 ft average roof height of structure, h = 78 ft 1 d= 5.92 ft h= 4.17 ft FP(ULT) = 1300.88 lbs Upper Bound: Fp = 1.6SDSIPWP = 41622 6 ibs Lower Bound: Fp = 0.3SDslpWp = 780 5 I1):; Force with 2.5 Overstrength Factor: F(uLT)= 3252.21 lbs Oerturning Moment: M=Fp(1/2)h = 6775.4 lb -ft Couple Force: T/C=M/d= 1145.14 lbs Resisting Wt: (1)(1/2)Wt = 1208 25 lbs = 0.9 Net Uplift Per Side: <<= C i ntrol's (width controls over length) -63 11 lbs Therefore No Nei Uplift Force At EA Corner: VuLT = Fp/4 = 813 05 lbs TuLT = 1/2 Net Up = -31.55 lbs 1/2" DIA A325 Bolt at EA Corner Anchors per corner, n: [AISC J3-1] c¢V = 4 F,,,,Ab = 7952 lbs "n Anchors 7952 lbs ctoT = cfF„tAb = 13254 lbs *n Anchors 13254 lbs Unity: 813.1 Ibs + 0.0 Ibs = 0.102243 i0 Uh<,v 7952 lbs 13254 lbs 10ELSNI1C mcmuyrs 1134f3 SONSI Ftl4.1 1 ItAL (21123 IPCwil.X1S Tat* 13M-1 Seim* Curflicienb far Nierlunded nod Dairies' Coompattenis kits -11=1,41 snit ElierloralCittoponents Uri411gr1/4 40* %,414owavates. mper4rAutiall hot* "I Abet - hit 44e11401*11e4nhts1tHoh011120241'144-40,1 onnat *town Vo-i-siilc Mike. kudos. ioniciicti. kinks ..a,1 o 1141,140, 1.1404 v*4:1$4.n.11ces 1.11 in,rraion iiir +.4,,tr441'., 154,16URCJI1IArtst.g ,.aja.111{,1114"t11...104,41111*.N.ItIts:114111‘..11 V41111500011,, ft4t4,14411.111,,4 ennlorial, 1."2-trArse4. eothetesson. and 41101 11141 =thin IN 411'' 15 Marl ‘43isi21,o , .14i1'i.1 Thigmer 1.21, -414,r AO ‘,7441st, (1001,04,,„ ftalenc, mimeo. 11=11,, akristotnen 41,d d.11441 ,,d'01.110113,...1.011,441;,:ltd a No tn.,tom tv,Irt in,druitlet4„114.41 .110',.I. 444 .1114.1 01-141r0/11.31i.1.,1,11,401(1CJ 41,0 Ines -1 4.' 041 3.2===ii433= nitinito.=.3.ocupuins 2 41,4 ,,,.444,„41 cLiinter .3 ineis, 2.5 R3,31.43,4inieti crle4ang II ,41,41 • 1,11. 4', 4,14 1.1.1:14111.4 r, 1 5 ot 1.1' kg; 4.111,,r1 1,4 mi.,. , C. 4,44.4.44-crts 4443 44,.1.444,41 -44.4. 44, ,i1.1 11 u IV, 2. %MY", 1-, .1,4 .1.111 .,, 0,114,1 1,01 0, 4 , I o 2 1 ''3 144 41341,1111 - - ,o14033- 11,, 1,, 10 1.1', 1., , 1.1t1'11., t 1"4231' 11 1 1 -1.- I 00., , r." 4 ;Mil .. 2 2 3 2 4 10IC13IN11 31(233(1101: 0.1 Lis Table 13.64 1Coonnualt Llesirie4.1 ,ondttil ooJ ,.111,14 trayri tho 11.3- Pluinbutt" Islantilikttit tog 413 3430344148 i"onceyors inonnutonite11 th44[11,1111or1 194.4004.3 ------- k.444 Tim ftal twitd din:mu The 411.1411114 thal, 111 TIlo ‘,1it, ei 4.044,4 I. 1, 11, 01114 x..1111.110.1cOrs 41411441,ilj .1414051.1 , due .4 4444,, 2 4 1.14' 14'001, 1.-N4lt3trwitt, 114011114. 111.101104 (201,,,W,111. ILlOIIIlll400 ,11‘rui 11,1 111 141111 disse el no 340e 13 1 40 "Apt ,14011...11 l4 ,-.04c,,,,11 .41,3.44 :ram' Adt, .4.4, I "!1,1S1 42,4, ,,444" 14164 1,1.. 11 tet t'41' .1, 1.1.11,41. ,... 1101 4.1,44(1 15.111 .1.31 41 ,441140 th. .140.441 4,01101,4 14.1,, 1,4:414. Inns, .ind rckitive 4.11sp14ccmeiti tientsintokints ittni. meet 411 ol ,nets.: I. The ks401 feir items .134,413 1111 404344143 so 14. tinicsl3 ofirrating '4-41111 At:Uri; 4144.4 11 50144 4 iiimakinentiq horinintal 144444 equal to 1.4 tirnts ibi- operatiwi 11.10 boni1.u,t41 kiod 413.411 44 31441i15d 311 the ihre,14so 11131 1403,11.. in die Alio) 440 11141 sic" sign. Sesome interarnon .."110,.. 4, 11,1[1 441. ,144114141."11"..1 in 44,111 Sesiikin 3,4,2." 3 111e .21eineett.42 311 334141 ',Inn ,1.120; .1 1141 4142: 44 etohnh in ien: 1101,40-11,11 /Nadi. 4114 4134.144,14. ift ,,,41'11'I1011 .1 1:0, ,11.1,3 qt, c11 111,4 .13. 1,10, .",12,11', 4,1 !lie 011111:111, aid 111.111434 ..iprt, 1442 ..113...1.1111.41111, 34 ,oeii .31,-r4+21,3e 11t, .13,1 33, ,novor eie .1131411144. .12..114,21...,11 11410 1,1/1141.11 Al 11.1 1, ,"4,111 (Iotirpontint Peritid i,es.le,23,33 I peieol • ;t11,1".". 4:44: 12.1,14 1.-01, 1, IP. ht. r..3Ie "Lo 1.!1-4‘11.4.044,431 Cd044401,111 ,iltttn1..."4.: of the contp,meth, t14ly-011, and anacheneinti, dekinniiitsi 13 term, at Ioatc. unit iktlechon the..-.1111er .23 :he comroncin 1311: 11111.1.11(14,41,t.A. fkno4.1 compitneni. .1101,41 '3 3 1111111,41 1. 41,,1:11.1f p1341441 from 11"r 4I1h,E3101.11.t'4 o 13,6.3 Mechanical Contisnnent A.C" tik33 its -et 11, 31, .4 '1, 1134 I. o 7 1'..411"'141:.314 111: 1411.111', 03 1,1.1 ,n2xd.. 0,4 ,yr0tod.1, S,H,It 1 1. 1 rnis-i '312 ,,,qiererni o; Sey ;eel 3 0 1, ',II ;25. 14,1 I4C,...1.01 1 4 1, ; 112, /, Ft, 3,34 34"" ",1143. 114 r ISoi I4,' 13.21, oi.e2 1444e1e .16011;1, '1:33 101' 11.1,110141.1 4111, "," :L23, 1" 2 1.1e 44',1.1 1040, 01 1110,1,1, , 01,111. _tee I 33.312,2 131134414.41 ,1 31411133 111. 2.r2i,e2-LL 31143 3,2 411,1432 L 071 PMA Engineering ENGINEER: AMCM DATE: 5/5/2017 PAGE: 1 CHECKED: DATE: SHEET: 1 OF 1 PROJECT: South Center 2012 IBC (ASCE 7-10) WIND COMPONENTS AND CLADDING FOR ROOFTOP STUCTURES AND EQUIPMENT input Data: Code Reference: Mean Roof Height, (h): Exposure Category: Risk Category: Ultimate Basic Wind Speed, (V): 3 -Second gust -speed power law exponenet, a = Nominal Height of atmospheric boundry layer zg _ Velocity Pressure Exposure Coefficient at Mean Roof Height, (Kh): Wind Directionality Factor, (K„): Topographic Factor, (Kz1): External Pressure Coefficient & Gust Factor, (GC,) - Horizontal: External Pressure Coefficient & Gust Factor, (GC,) - Vertical: 78.00 ft C Sect. 26.7.3 III Table 1.5-1 115 mph Figure 26.5-1 Table 26.9-1 000 Table 26.9-1 1.20 Table 29.3-1 0.85 Table 26.6-1 1.00 Figure 26.8-1 1.90 Section 29.5.1 1.50 Section 29.5.2 Output. Data: Code Ref: Velocity Pressure at Mean Roof Height, (qh): Lateral Force on Rooftop Structures & Equipment, (Fh): Vertical Uplift Force on Rooftop Structures & Equipment, (F„): qh = 0.00256KhKZtKdV2 = Fh = gh(GCr)Afv = 0.6Fh = F„ = gh(GCr)Afh = 0.6F„ _ 34.57 psf Eqn. 29.3-1 6:;.67 psf'Af„ 39.40 psf`Ah, 51.85 psf*An, 31.11 psf`Afh Eqn. 29.5-2 Eqn. 29.5-3 RTU Designation Height (in) Length (in) Width (in) Max Vertical Area, Ah, (sq ft) Max Horizontal Area, Afh (sq ft) Shear Fh (lbs) ASD Uplift F„ (lbs) ASD Weight (lbs) 1 50 107 71 37.15 52.76 1464.0 1641.2 2685 0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 t:;,<AY 0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 OKAY 0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 OK!X'Y 0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 OKAY 0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 OKAY RTU Designation Overturning Moment (Ib -ft) Tension/ Compression Couple (Ibs) Tension per 1/2" i Bolt (Ibs) tall = Kn1 = Fn,AbK2 (Ibs) (AISC J3-1) Shear per 1/2" i Bolt (Ibs) Val, = R„/12= Fn„Ab/12 (lbs) (AISC J3-1) Tension Check Shear Check 1 3050.0 563.1 1102.1 6120 732.0 3672 OKAY OKAY 0 0.0 0.0 0.0 6120 0.0 3672 ORA';' t:;,<AY 0 0.0 0.0 0.0 6120 0.0 3672 OKAY OKAY 0 0.0 0.0 0.0 6120 0.0 3672 OKAY OK!X'Y 0 0.0 0.0 0.0 6120 0.0 3672 OKAY OKAY 0 0.0 0.0 0.0 6120 0.0 3672 OKAY OKAY Assumptions: All Shear is res sted by the compression side bolts & Tension by the tension side bolts; therefore no interaction calculations are required. The calculations are based on (1) 1/2" 4' bolt at each corner of the unit: Fn, = 90 ksi & Fn„ = 48 ksi per AISC TJ3.2 - A325 bolts, threads included in the shear plane. 1/2" 4 bolt Area = 0.136 in2. Q = 2.00; The weight of the unit is not used to resist wind uplift or overturning in the above calculations - Tension is the sum of the T/C couple and uplift. Printed on: File Name: 2012 -IBC C&C For Rooftop Equipment) 5/5/2017 @ 7:14 AM Sheet: C&C WIND For RTU's Page 1 of 1 5/5/2017 Search Results for Map 072 ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors Search Results Query Date: Fri May 05 2017 Latitude: 47.4578 Longitude: -122.2590 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category II: 110 Risk Category III-IV: 115 MRI** 10 -Year: 72 MRI** 25 -Year: 79 MRI** 50 -Year: 85 MRI** 100 -Year: 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) 'Miles per hour "Mean Recurrence Interval Users should consult with bcalbutding officials 10 determine if there are community -specific wind speed requirements that govern. Print your results About AIC Contaci Cariada ti•40R7 - DAr;o 1i "b N ; ; 0RFC.0f ".. 1)AKO' . ial 1;12 NEVADA ' •�':,. • "United Sta in'�Fiancisco-`i.: ;. cALORn00 Ki CALIr•ORNIA - -r -- - oLas Vegas •e t i 0 Los Angeles , (Map data X2017 Google, INEGI WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, Califomia 94065 • (650) 595-1542 _ _.._-:' . A7 A A71:111FAQ.l n..i+,tr7e-_1999FOr171RRrie4 rntonnry i=•inn 1/1 •OLIN • 4 vw k LLLIN I 4 V6L 1.1N 4 V81.134 4 LIMY 4 V91.1.14 C1V4 14 4 024•1 4 691,4 4 OW 4 2941 I 4 99V71-4-1 5910i 4 P9VI 14 OW 4 0 1• I it; BZIL411 4 .A; f -V:117144 601.4J I A: VROLIN ‘.•! VLOIN 4 V90V21 4 I vsotvt •• vt,ot •••!.. , tam st: I 4 62IN • 9ZNI I 4 i A 2214 4 022.1 0224 • t • jt Eui 4, j short front kneewall added in revision 1 073 South Center M1)2(t5 SIMPSON STRONG•TIE COMPANY INC. Roof, Truss and Rafter Connectors, Ties and Straps S/H and H Seismic and Hurricane Ties Designed to provide seismic and wind ties for trusses or joists, this versatile line may be used for general lie purposes, strongback attachments, and as all-purpose ties where one member crosses another. Material: See table Finish: Galvanized. Available with ZIVIAX`' coaling: see Corrosion Information. pages 17.20. Installation: • Use all specified fasteners, • The SA -11 can be installed with flanges facing outwards (reverse of illustration 1) when Installed inside a wall for truss applications. • Hurricane ties do not replace solid blocking. • SiH2.5. S/H3 and H6 ties are only shipped in equal quantities of rights and lefts. Codes: See page 11 for Code Report Reference Key Chart. r S/H1 Model No. Connector Material Thickness mil WO Fastenerss Allowable Loads 33 mil (20 ga To Ratters /Truss To Top Track To Stud Uplift Let F1 S/H1 43 (18gal 3.1110 2 - #10 1 - #10 305 100 H2A 43 (18ga) 5 - #10 1 - #10 5 - #10 450 90 .S112 5 43 (18ga) 4 -1110 - 4 - 010 ; 300 90 S/H3 43 (18ga) 2 - 410 2 - 410 — - 375 90 — H6 54 (16ga) — 8 - 410 8 - #10 950 H7Z 54(16ua) 4-410 2-€110 8-#10 985 H10S'' 43(18ga) 8-410 — 8-410 0303 — (lbs.) rat F2 115 100 125 125 - These products are available with additional corrosion protection. A.ddilionnl prtdu-is nn This page may also be available with this option. Check v.ith Simpson Strong -Tc for drto 9s. 1. Loads are based on attachment of cold formed stool members having e rnimmum tri' u'ss of 33 mil (20 ga). 2. Hunicane lies are shown installed on the oteside of was for Garily. Installation inside of wall is acceptable. For Continuous Load Path, connections 111 the same area Intl ba on some side at wall. 3. For H10S connectors with CFS memhers having a minimum thickness of 43m11(18 gal. the allowat t'? Hari is 1200 los 4. H 1OS connectors can be installed a<" (max.1 from the confer of the vertical stud pct the in dino framing srociiiratiops of the AISI General Provisions for reduced uplift of 890 lbs.. provided that the screw edge: are ;nal. 5. See pages 65 through 81 for more information on Simpson Strong -Tie fasteners. Code Nei. 1/0 H6 o zr 2y Typical S/H1 Installation 0 H6 Stud -to - Band -Joist Installation © r ti Typical H2A Installation 0 r._ Typical S/H2.5 Installation O H6 Stud -to - Top -Plate Installation 0 \Oi Use a Minimum " ��55` of 2.010 screws •'\ t -ti --- this side of truss. (Total 4- H10 screws into truss) H7Z -F \ < ,• Lt. S/H3 H1OS 0 ....r Typical S/H3 Installation H7Z Installation 8 screws into stud and 2 into 101) plate 0 H1 OS Installation 129 �i \. 4•y 0 IIIRISA Company Desgner Job Number Model Name PMA Erg'meervg AMCM 916273 May 9. 2017 4'14 PM Checked By (Global) Model Settinos Display Sections for Member Cafes Max internal Sextons for Member Cakes 5 97 Include Shear Deformation? Yes Increase Naim Capac,TY for Wind? Include Warping? Yes Yes Trans Load Moen Intersecting Wood Wap Yes Area Load Mesh (1002) Merge Tolerance (fen) P -Delta Analysis Tolerance )nude P -Delta for Was? 144 .12 0.50% Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wag SSdness 3 Gravay Acceleration (ftlseca2) Wal Mesh Size (k,) 32.2 24 Eigensohfion Convergence Tol. (1.E-) Vertical Axis 4 Y Global Member Orientation Plane Sla6c Solver XZ Dynamic Solver Sparse Accelerated Accelerated Solver Hot Rolled Steel Code Artist Stiffness? RIS Connection Code Cold Famed Steel Code Wood Code AISC 14th(360-10): ASD Yes(Iterative) AISC 1419(360-101: ASO A)SJ S100-12: ASD • Wood Temperature AWC NDS -12: ASD < 100F. Concrete Code ACI 318-11 Masonry Code ACI 530.13: ASD Aluminum Code AA ADM 1-10. ASD - Building Number of Shear Regions Region Spacing Increment (fen) 4 Biaxial Column Method Exact Integration Panne Beta Fedor (PCA) .65 Concrete Sbess Block Use Cracked Seello s? Rectangular Yes Use Cracked Sections Slab? Bad Framing Wamngs? Yes Unused Force Warnings? No Yes Min 1 Bar Diam. Spacing? No Concrete Reber Set Min % Steel for Column .. REBAR SET ASTMA615 1 Max %Steel for Column 8 RISA -3D Version 15.02 IM:1...1..1..ACalcsl(ront kneewa0 - South center rad] Page 1 111RISA Ccotpany Deagner Job Numbor Model Name 111.10_ Eng neenno AMCM P16273 hnedAal 075 May 9. 2017 -114NA CFrckrd By (Global) Model Settinus. Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Add Base Weight? Not Entered Yes CtX 02 Ct Z 07 'f X (set Not Em4red T Z (sec) Nol Entered RX RZ 3 CIEm.X Ct Exp. Z 75 75 SOI SDS S1 TL (sec) Risk Cat I aril Drift Cal 0111e Dm Z Om X 64Z Cd X Rip Z Rho X Cold Formed Steel Properties Or _E2o4 r'1ksd flu T rralilE0f, D 8514 '.3-Lr '3 0 95 F.570 Gc33 20500 113 6 .3 65 49 A607 CI Gr 55 29500 111:3466a 1346 f 3 .65 .49 55 2 Joint Coordinates and Temperatures I 147 0 2 1567 -.....1.--ls�0 U .u",- 0 LS,I1ur-,.._ 2 N2 - 42 216670 3 743 0 0 0 4 144 1.233 2.1667 0 0 5 145 1 333 0 0 0 6 N6 2.666 2.1667 0 0 7 147 2666 0 0 '7 0 -8 746 3.999 2.1667 0 0 9 N9 3.999 0 9 0 10 NI2 5,332 2,1667 0 0 11 1413 5.333 0 5 0 __12_, 13 1414 6666 2,1667 0 0 0 N15 6666 0 0 0 14 N16 - 7.999 7 999 2 1667 0 0 0 0 e 0 15 1417 16 1416 933 .r , 17 (4(9 9333 0 9 0 n 1a 5470 10,666 2.1667 9 19 N21 10.656 0 0 0 0 20 1422 11.999 2.1667 0 0 0 0 0 ,2L_ 22 N23 11.999 1424 13.333 2.1667 0 0 0 23 1425 13 333 0 0 0 0 24 N26 14.666 2.1667 0 0 3D Version 15.0.2 JM.l..1...1...lCalcsl0ont kneevyall - South center r399 Page 7 Company IIIRISA dk �er PMA Engneniig AMCM 916273 Nrleewl May 9. 2017 4.14 PM Checked By._ Joint Coordinates and Temperatures (Continued) ' 25 26 27 Label N27 N28"• N29 xlq 14.666 15.999 YIN 0 7,74 0 147 141 IFI acb franpj4_- 0 2.1667 P 15.999 28 N30• 17.333 21667 29 N31 17 333 30 31 N32 N33 18.666 2.1667 0 18 666 32- 33 9934 19.949 21667 0 N35 19.999 34 35 N36 1437 21.333 2,1667 0 21 333 36 N38 22.666 2.1667 37 7439 22 666 38 39 1440 N41 23.999 23,999 " 21667 0 0 40 41 1442 42 43 N43 25.333 21667 0 N44 25 333 0 26 666 2.1667 0 N45 26,666 44 N46 " 27 999 • 2 1667 45 N47 27,999 46 N48 29333 21667 47 N49 29.333 46 49 60 N48A N49A 0 12.1667 0 42 12.1667 N50' 0 10 51 1951 52 53 54 55 •1452 1953 1 X2.1667 "0 2 12 1667 N54 N55 2 10 - 0 12.1667 57 N56 3 10 0• 1457 4 12 1667 58 5- N58 4 10 0 0 N59 5 12 1667 60 61 N60 5 10 0 1961 6 12.1667 62 N62 6 10 63 N63 7 12.1667 64 N64 7 10 65 N69 8 12.1657 66 N70 a 10 67 1971 9 12.1667 68 N72 9 10 69 1973 10 12,1667 70 1474 10 "10 • 71 1475 12.1667 72 N76 11 • 10 73 N77 12 12.1667 74 75 N78 N79 12 • 10 0 1_3 12-1667 76" N80 13 • 10- ' 0 77 N89 14 12 1667 713 N90 14 10 79 1491 12.1667 80 10 0 81 7493 6 12.1667 RISA -3D Version 15.0 .2 9M3. lCalcstfront kneewa8 South center.r3dJ Page 3 111RISA Carport/ Desgner Job Number ,.Model Name PPMA Fdlneenng M13.1 P16273 1.''y9 207: -114 ,M Joint Coordinates and Temperatures (Continued) 0 N' 16 MINIMMIIII0 9_ ° IMI06�iF�i� 0IIIIIIMET1111111111111111MMINIIIIIIMIIIMI 0 6IIIIIIIIIIMIIMIIIIN 111111111119111111111111COMINI 0 88 N100 19 10 0 0 89 1 20 165 0 _ 14103 21 12.1667 02 0 10 ® 9' INIMMEMMEMMEirgin 0 N95A 12.1667 0 FIi® , 12.1661 7 n riimmurnimmo 0 100 N10DA 10 0 0 101 NIOIA 12.1667 0 0 L 7.110 A. to 0 �.QF���i 0 0 f NI 4A 7 10 11 N105 28 12 7667 0 � 14106 28 10 0 - 0 1717 1737 108 N ,' N108 9 29 12 16. 10 0 0 0 0 109 74112 42 10 0 0 110 N202A 30 6661 2.1657 0 0 1 k 03 3 0 0 112 N204 119996 2 1667 0 0 113 N205 31.9996 0 9 0 114 (4206 33.1329 2.1667 0 0 3 3 9 , 0 0 111:1N207 Ilmi N209 0 15.9995 2.1667 37 9995 0 0 0 k �'_ni 0 ivammiznamomorrnommommi0 0 PR 142158.6661 0 0 0 2 6 19.9 94 2.1667 0 P® 126 61219 1.0994 413327 0 2.1667 0 0 0 9 126 7477)6 41.3327 0 0 9 128 N-`Y4Z!• 30, 12.1667 0 0 IN 1 e 131 N255 MR 0 0 13232 256 , . 014256 0 rPj- o MI i3iI�r>_a t®����� 138 14262 35 12.1667 D Q a 0 0 aieciAn ve.c;en IS n 7 un 1 1 Ir.i...,r...... ....e....n e..,.1.__ .... -1.. 0 12 10.3333 IIIRISA Company : BMA Engnenog Designer AIACM Joh number 716273 1.bdet Rune Rneewall Joint Coordinates and Temperatures (Continued) May9. 2017 4.14 PIA Cheesed By_ 139 140 taw N263 1101 35 141 N265 5101 10 12.1667 .101 0 7.191.81 0 0 Detach From D'a 36 10 142 • N266 ' 37 143 144 N267 145 146 147 N271 37 36 38 39 121667 • 10 1 1667 10 12.1667 • 0 0 0 0 148 39 10 149 N272 11273 40 12.1667 0 0 150 N274 40 41 10 12.1667 0 151 152 14275 14280 • 153 154 N281 94287 4 10 0 3333 155 156 157 N283 . N284 N285 1 333 3 999 5.333 6.666 0,3333 0 3333 0.3333 0 3333 0 0 0 158 14286 7999 0 3333 0.3333 159 N287 160 161 94288 9 333 10666 0.3333 0.3333 0 162 163 N269 N290 • N291 11.999 - 13 333 0.3333 • 0 3333 0 0 164 14792 14.666 15.999 0.3333 0 3333 0 165 166 N293 17 333 0 3333 0 167 N294 18.668 • 0.3333 • 0 168 N295 N296 19,999 21.333 0.3333 0.3333 169 170 N297 22.666 0.3333 14298 171 172 173 23 999 N299 N301 25.333 ' 26.666 0.3333 0.3333 0.3333 0 0 0 0 174. 27 999 0.3333 175 14302 N303 29.333 0 3333 0 178 177 N304 N305 178 94306 179 180 181 182 181 184 N307 • 94308 N309 N310 11311 14312 185 186 187 N313 14314 N115 0 1 2 3 4 6 7 8 9 I0 10.3333 10.3333 10.3333 10 3333 - 10,3333 10.3333 103333 10.3333 10 3333 10 3333 0 0 0 0 10,3333 10 3333 0 18B 14316 189 94317 14 10 3333 0 0 10.3333 190 191 • 94318 N319A 15 - 16 10.3333 10 3333 0 0 192 193 N320A N321A 10 3333 -0 194 195 N322A.. N323A 19 20 10 3333 10 3333 10.3333 0 0 0150-30 Version 15.0.2 [M:1...1...1...1Calcs1front kneewa0 - South cenler.r3dJ Page 5 IIIRISA 076 company PAIR Eng peeing May 7017 Des40.' 01.010 4 14 Pt/ Jc6 flumbet 716373 Chxked ny_ Abdel name ' Knee:ran Joint Coordinates and Temperatures (Continued) 196 197 198 199 200 201 202 203 .204 205 206 207 208 209 210 211 212 213 214 215 716 217 218 219 220 221 222 223 224 225 226 aro N3240 N3250 N3200 913270 N3280 943290 N3300 9433 IA N3320 143330 N380 N361 N382 N383 14394 N385 94366 94387 14338 N389 N390 94391 14392 11393 14394 N395 71'96 N397 N396 N399 N400 1101 5 DI 21 10.3333 22 10.3333 23 7.4 25 26 27 28 29 42 30 6663 31.9996 33.3329 34.6662 35 9995 37,3328 38 6661 39 9994 41.3327 30 31 32 33 14 5 10 3333 10 3 333 10.3333 7111 _IomoJEI CslesAfn,oLtre_ 0 0 0 0 0 0 10 3333 103333 10 3333 103133 10.3133 03333 0.3333 0.3333 0 0 0 0 0 3333 0.3333 0 0,3333 0.3333 0.3333 0.3333 10,3333 10.3333 10 3333 10 3333 10.3333 10 3333 0 0 0 0 Joint Boundary Conditions 35 37 38 39 40 41 10.3333 10.3333 110 3333 19 3333 10,3333 10 3333 0 0 0 0 .lata label X61.'101 1 143 Rearonn 4 N5 947 N9 N13 7 N15 N17 Reaction Reaction Reaction Renton Reecho. Reaction Yt tio. Reaction Reaction Reaction Reardon Reachon Z UMI _X6107;0.;!act._2L9C1i1L'tadl___LdoLI.:0taa1_ 07acaon Reardon Reaction Reaction N19 10 11 12 13 14 15 1121 1423 7125 N27 1429 N31 1433 Reaction Reactant Reaction Reaction Reaction Reaction Reaction Reaction Reachon Reaction Reaction Reachon Rear eon Reaction Reaction Reaction Reacbnn Reachon Reachon Reachon Reaction Reaction Reachon Reardon Reachon Reaction Reaction Reaction Reactr:u 16 N35 Reaction Reaction Reaction 17 18 19 1137 N39 20 21 1 Nat 1443 N45 Reaction Reaction Reachon Reaction Rearbon Pc -notion Reaction Reaction Reaction Reactant Reaction _Reaction Reachon Reaction Reac0nn RISA -30 Version 15.0.2 [M'.l...l...l.. lCalcslllont kneewall - South centro rad] I11RISA Company PMA Engineers* Designer AMCM Job /lumber P16273 Moder Name aneerm9 Joint Boundary Conditions (Continued) 1....35 9. 2017 414 PM Cheyked By_ Joint law %AABd 55/11 29.8 )(Rat A herd/ 22 1447 Reaction Reaction Reaction 23 N49 Reaction Reaction Reaction 24 9450 Reoction. .: Reaction - Reaction 25 N52 Reaction Reaction Reaction 26 N54 . . Reacf*n - . Reaction -- Reaction 27 N56 Reaction Reaction ReacBon 28 • N58 - Reaction Reardon -. Reaction 29 N69 Reaction Reaction Reaction 30 N62 - Reaction Reecdon " Reardon 31 N64 Reaction Reaction Reaction 32 0470 - - Reaction Reaction- - Reaction 33 1472 Reaction Reaction Reaction 34 9474 Reaction •-' ".'Reaction Reaction - - 35 N76 Reaction Reaction Reaction 36 . ' N75 Reaction , - -Fleas-eon Reaction - - 37 N80 Reaction Reaction tion 38 N90 Reaction - Reaction Reaction - 39 N92 Reaction Reaction Reaction 40 N94 ' Reaction Reaction'- Reaction 41 N96 Reaction Reaction Reaction 42 1498- - ' Reaction Reaction Reaetiol 43 N100 Reaction Reaction Reaction 45 N104 Reaction Reaction Reaction 46 14940 Rrertion -Reaction- Reaction 47 N960 Reaction Reaction ReacBon 48 14980 Reaodon -- Reaelion ReacBon 49 941000 Reaction ReacBfon Reaction SO 941020 - Reaction '-- - Reaelion Reaction 51 N1040 Reaction Reaction Reaction 52 N106 Reaction . - ReacBon Reaction 53 N108 Reaction Reaction Reaction 54 N112 - Reaction':• -, Reaction - Reaction- 55 eaction55 N203 Reaction Reaction Reaction 56 - - 14205- Reaction Reaction '"Reachon 57 N207 Reaction Reaction Reacoon 58 - N209 ReacBon - Reaction" Reaction 59 N211 Reaction Reaction Reaction .60 N213 ' Reaction • Reaction - Reaction 61 N215 Reaction Reaction Reaction 62' N217 Reachon Reaction- Reaction 63 N219 Reaction Reaction Reaction '64 N253 Re8141on '. Reaction • Reaction 65 N255 Reaction Reaction Rept-lion 66 N267 - Reaction Reaction - - Reaction 67 N259 Reaction Reaction Reaction 68 94261 Reaodon - Reaction Reaction 69 N263 Reaction Reaction Reaction 71 y 65 Reaction""` Reaonn Reardon- - .. 71 a 67 Reaction Reaction Reaction 72 - N269 - '.'Reaction 'Reaction _. Reaction - .- 73 94271 Reaction Reaction Reaction 74 N273 Reaction - Reaction -• Reaction 75 N275 Reaction Reaction Reaction 76 -N280 - Reaction " - Reaction - 77 N281 Reaction Reaction 78 ,94282 Reaction - . Reaction Y Ra 15 Nall 7 Ralk.rhadI RISA -3D Version 15.0.2 [M1...1...1...ICalcslaont kneewa8 - South center.r3d6 Page 7 IIIRISA Company 7100 Ergneettng Designer 81.1010 Jab ?lumber P16273 Model name kreeyal Joint Boundary Conditions (Continued) Pane 6 May 2017 14 PIJ CnecsM React 01 Reaction Reacti.n Reachon o10:fhadL Ro1717101.0 Reachon enemy, Reachot ac R ac N297 N2999 01299 94300 N301 Reared :e Reaction Reachon Bon Reachon Reacts n Retrhon each Re ctmn Pao Reachon Re Anon Reachon Re R , cede 1 ®1111111101 1410 __J3zoA_ R cto1 1' Rei a MAIMMI � 125 -6 I27 N323A 32'A N325A N327A Ng N329A 3 0: React en Rencenn Readmit Beard Reaction Reaction e.yAM_ Reaction Reaction each Pe clam ea bon ron Reaction ctt RISA -30 Version 15.0.2 1149...1...1_.1CaIcslfront kneewa8 - South center ,3dj Paye 8 IIIRISA Company : P3AA Eglneemg AMCM Job Number 716273 Model Name Knee.% Joint Boundary Conditions !Continued) May 9. 2017 4:14 PM Checked By_ Y 136 Jo0d Law X0181 N386 Reaction Wog Zltsnl XRd lk.lbradl YRP IX -95041 7Rol 1k(wadi Reaction 137 138 N387 N388 139 140 141 742 143 144 145 146 14389 11300 14391 N392 N393 14394 • 14395 N396 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaclion Reaction Reaction Reaction Reaction Reaction • Reaction- Reactien Reaction 147 148 149 150 14397 14398 N399 N400 Reaction Reaction Reaction Reaction - Rrac6on PB‘kbaction Reaction Reaction Cold Formed Steel Design Parameters Law 5naee Lena. LbrA113 160,101 l camp. Memo Llarone Kyr Wz lm- 6m- Cb R 0101 to so 23, I 1 Mt 361-112. 42 1.333 1333 1.333 1.333 2 3 362 7.13 M4 362516. 2 167 362515 ,2 167 312576.4.167 7 8 10 12 7.45 367' 7,18 M10 3617 4.112 M14 MI5 362010. 2.167 364910. 2187 332516. 2 167 =16 2.167 :62516..2.167 782916._2,967 36:916.2 167 362516.2 167 13 14 15 •18 6116 M18 , 1.119 6120 361516. 2 167 342516 4.167 x2610 2,167 362610. 2.187 17 91171 332516. 2 167 18 1423 352516..2.167 19 20 21 22 23 24- 25 7,124 M25 7,127 4.128 1.129 M31 7.132 262510. 2.167 26-n16.. 2 167 362016. 2 167 362516. 2 167 362515. 2 167 362516.2 167 332912 42 76 27 28 M33 1,134 M35 342616. 2 167 36^536.2 167 382516.4 167 29 30 31 32 7,136 M37 M38 M41' 362516 .167 362516. 167 362536, 2 167 362516. 2167 33 34 35 36 7,142 M49 4450 4451 • 362516 .2,167 332010. 2.167 362516 2.767 132516. 2167 37 7,152 3662016- 2.167 RISA -30 Version 15.0.2 IM:1...1..1...1Calcslhont kneewall - South cenler.r3d) Page 9 077 Company PLIA Eng neetng May 9 7017 AMC1A .1 se pm IIIRISA P13273 Cold Formed Steel Desion Parameters /Continued) coma L.totatto Kw Cm• 38 1,153 262511: 2 167 39 1,154 1I2918 2,167 40 1.157 762516, 2167 Co efu 41 1,158 337510 2.167 42 4159 A12516 . 2.167 41 1160 562.791. 2.167 44 L161 362318 2 167 45 IA62 131310 2.167 46 97 48 49 so 51 52 53 362516.. 2a67 1.164 141.55 362315 2 167 4.167 7.168 1,169 7170 55 1.173 66 58 14174 min 7.12016 .2,167 S339,6 .2167 162213 2 167 302616 ,2 167 ,2-516 2.167 1629,16. 2 167 59 1.11065 60 y72616.2 167 61 62 71109 1576111 167 1E2516 7,767 63 64 65 67 68 7,11109 1.11120 .113 IA 114 A. 233 7,167 332519. 2,167 362816 . 2.167 312510. .1 7 26231n 2.167, 19391 2 167 69 70 11117 362.316 2.167 71 7.11185 7625 2 167 72 M1199 761516. 2 167 73 IA120A, 152316. 2 167 74 L1121 352513 2,167' 75 L17228 132310 2 167 76 4,112217 362511. 2,10.7 Member Point Loads (BLC 1 concentrated) Member Distributed Loads !BLC 2 : distributed) 4.132 05 0 RISA -30 Version 15.0.2 111ii. \ .1Calcsifront kneewatl - South center,t3d1 Page 10 IIIRISA Company : PMA EngImenn9 Designer ALICIA Jab Number P16273 Mode Name 1000. 1 May9.2017 414 PM Checked By._ Load Combinations concennaled dlslrAmted Y e Y Envelope Joint Reactions 2 1 ion 14296 Imax mkt 14283 max X 910 0 0 0 0 0 1C 704 '.431 - 463 0 2 MX I5-10 0 0 LC, MY,21-Il , LC 1 0 1 0 0 1 min 0 0 -.447 2 0 0 0 N284 14388 malt, min mar 0 0 0 0 0 -.443 0 2 0 0 1 0 0 min 74285 -max man O. 0 0 0 0 0 -.443 2 2 0 0 0 0 14286 max min 0 -0 0 0 1 0 0• N3B2 14381 70380 max min max min max 0 0 0 .0 0 0 -434 0 001 2- 2 0 0 0 0 0 mal -.433 2 0 0 21 23 24 25 26 27 28 29 30 31 32 33 35 14102 N292 14293 14307 max min min max min max min 14295 N298 N299 14294 N291 jn0x mkn 0 0 0 • 0 0 0 0 0 0 0 1 1 • 1 0 0 0 0 0 0 .1 006 -.433 .014 -433 -.033 • -433' .015 -,433 - 372 • -.433 2 2 2 •2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 max 0 0 0 0 - 086 , .2 0 mar mm m20 min max rola 0 0 D 0 0 0 0 0 0 0 0 -.001 -433 --164 -433 018 2 2 2 0 0 0 0 0 37 38 39 40 41 42 43 44 45 46 47 11300 N297 N383 max moa ,max min max 0 0 0 0 0 0 0 ,019 -433 • -.264 -.433 0 2 2 0 0 0 0 0 min 0 -433 2 0 1 14290 14269 74287 N288 ,max min )006 0 0 t 0 1 01 -.433 003 2 0 0 Mkt ,max min 0 0 0 max 1 0 0 0 0 • 1 -453 0 _.433 0 2 2 0 0 0 RISA -3D Version 15.0.2 1M:l...l..1...1Caicslhont !avowal! - South center.r3d) Page 11 I II RISA Zdie'lrat P16273 May 3 7017 9 In PM Envelope Joint Reactions !Continued) Jont 50 min 51 52 53 54 55 56 N282 tn. 0 57 58 N384 max N385 max min 1138r max min 0 0 59 so 61 62 63 64 65 68 67 68 69 70 14386 tn. N37 max min N324A max 199 Inas 1413 max N219 mast Min 71 72 73 74 75 78 77 78 79 80 tit 33 N28I max min NI5 max min 1417 max 0 0 7/207 max 19705 max min 11203 max 84 85 86 -24131,73 126 12_0_,X511 MT 0 91 1 C .12111111 _LC 1 0 0 0 0 -336270 22 00 0 9 375 2 0 1 0 o 0 357 2 0 0 3 ti 0 , 0 0 PREI 11449 ,f1185 1429 max Min 0 87 88 BM max min 89 so 92 94 95 as N47 0196 min 1435 max 1447 max Mtti 7443 mar min 97 98 99 100 101 N33 maX min NV max mtin N45 max 0 0 0 0 0 102 103 104 105 min N39 max 6209 MaX 106 367 2 1 0 27 0 1 5105.30 Version 15.0.2 OA: \ CalcoVront kneawaIl - South nerner.r3dI Page 12 C C IIIRISA Conpar9 PAN En6neenng Designer AMCIA Job Number P16273 Madel Name 146eyd4 1.1ay9 2017 4 14 PSI Checked By_ Envelope Joint Reactions (Continued) 107 108 09 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126. 127 178 129 130 131 132 133 134 135 136 137 138 139 740 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160' 161 162 163 max min 0 -.325 2 0 Jom 061 LC 1104 LC 2181 Mxnr res I n Mvtk-n1 IC lR ik111�6 1475 mar 0 1 0 1 .367 2 0 1 0 1 0 1 N23 min 11109 0 0 ▪ 009 0 366 2 7-219 min MAX 0 0 -.003 .366 2 0 N21 min max mh5 0 0 0 0 0 0 0 366 0 2 0 N7 N211 14213 max min max. min 0 0 0 0 -4 .366 0 .366 0 2 2 4 o - 0 N217 ,max mkt 0100 0 365 0 365 2 2 0 0 0 0 N215 min 2090 0 0 0 .363 2 0' 0 0 min - 0 14307 N397 N308 max m7n max min MAX mkt 0 0 0 -334 - 334 2 2 0 0 0 -.332 2 0 N396 14398 N306 max mkt ,max mkt max 0 0 0 -.332 0 -.33 0 2 2 0 N104 min max mm 0 -.33 329 275 2 2 0 0 N309 ,2000 min 0 0 -.328 2 0 0 N395 N310 MAX mkt max min 0 7 0 -.328 0 2 2 0 0 N394 74393 14311 MOX 2010 Amax min 0 0" 0 0 -.378 • r 0 -.325 2 2 0 0 0 14318 n10x min 0 014 -325 2 0 0 N330A max mao 0 0 014 -.325 2 0- N319A paX min 0 0 .014 -.325 . 2 0 0 14329A N317 N331A N328A 71100 min ma3 min mar min max 0 0 0 0 0 0 0 0 0 .014 -.325 009 -.325 • 009 -.002 2 2 0 0 0 0 RISA -3D Version 15.0.2 1M:1.1...1...1Calcslhont kneewa8 - South center.r3d) Page 13 078 Company 171.13 Boon...no Model flame Kneerall Ctieckel Envelope Joint Reactions (Continued) 164 min 0 166 min 0 167 N327A max 168 min 0 169 14321A max 0 171 N]22A Max 0 172 1160 173 N326A 174 175 51325A 176 177 N323A 178 179 19316 180 181 14312A 182 183 N389 184 185 01315 186 max 0 max 0 187 14314 188 189 51399 in 0 max 0 191 N391 192 max 0 .004 1 0 0 193 74313 195 19392 196 max mN 197 N312 198 199 N5 200 max 0 0 0 3025 00 max 0 0 316 2 201 N399 202 203 N305 204 205 206 207 max 0 517.69 209 N60 210 711 19267 212 213 14271 214 215 N56 216 217 1462 718 219 14265 220 Ma 0 1 0 1 0 1 0 0 0 .282 2 0 0 281 0 0 0 max 0 1 0 RISA.313 Veision 15.0.2 WI.. CalcsVront kneewall - South center 1341 IIIRISA 0 Company DestoN Job Number Model Name PMA Engiseeri g AMCM P16273 xneexaa Envelope Joint Reactions !Continued) r W j1 221 222 1464 max min xng 1 0 /- May9. 2017 Checked Sy_ 0 z na .276 0 - 0 4111 223 224 225 N263 N261 max mtn mar 0- 0 i 0 0 276 0' 275 778 min -"0 0 0 227 726 229 230 N70 1492 max min 0 0 0 275 0 .275 -012 231 232 N104A max min 233 234 N94 max min 235 236 237 738 239 740 741 247 N102A 1490 N106 N100A mar min max min Isar min 1091 0 0 275 0 0 275 -012 .275 - 012 .275 -.007 275 275 1. 0 0 0 243 244 245 N96 N98A max mkt max 275 .002 275 746 247 N98 2001 max .044 275 0 248 249 250 751 14100 min pax min 0390 0 0 .044 275 128 775 0 252 mbi .128 0 253 254 755 266 757 258 14102 1480 min min min 0 0 275 275 .246 .275 -.003 0 259 11108 MaK 275 260 261 762 263 264 265 256 min maX min 10100 min min .275 2 0 0 0 275 275 0 267 268 269 270 271 272 273 274 mox min InaX min 17037 min 0 .275 75 .275 275 278 277 5172 MAX min 0 0 275 0 2 RISA -30 Version 15.0.2 PA:1..1.1..ICalcs‘front kneewall- South center.r3d) Page 15 IIIRISA 01.101.1 Page 14 Mar 9, 2017 Choc Len By _ Envelope Joint Reactions (Continued) 278 279 280 281 282 283 284 285 286 287 788 289 290 291 297 293 295 296 297 298 299 390 301 302 JoMI /4273 14303 5/112 Totals rnin 11100 min min min max Min max min min max min max min max max 0 min Envelope Joint Displacements - 772 .265 265 0 .23 23 2)1 - 203 -.203 172 1136 '11 LC /10 1861 LC 2 2 0 0 .772 2 int NI 2 X fen LC max I 011 021 143 TOOT 1.1410 03 1 1914.04 144 Mak 145 min nmx .017 9 0149 04 10 Min 0 It 146 13 N7 max 14 15 16 17 18 5/8 149 19 20 N 17 min max Mak min niax 21 22 23 25 26 rne 1.733e 04 2 002 021 min max MaX 02 min 0 5115 max, 0 0 max 0 27 5116 .02 0 I 159.03 -7 599646 2 0639 04 1 152,Q3 2 103,04 391069 1.1437 03 2 1166 04 778,-03 1 4.5119 43 0 RISA -30 Version 15.0 2 0,1:1,..X..7...1CalcsMont kneewali - South cenler.r3di Page 16 �11RISA company PMA Engineering Designer AMCM Jab Monger P16273 Model tame Kneen, Envelope Joint Displacements (Continued) May 9,2117 4 1 P7.1 Checled By _ Joint x Ng 28 min 0 29 N17 max 0 30 min 0 31 N18 x 0 Y IM1 0 0 0 0 700 0 0 0 .02 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 1420 N21 N22 N23 N24 N25 1425 N27 8128 1429 1430 Rorebon 1 4399.06 .072e-04 .6649-07 1 116e-03 066e-04 e-0 1.1169-03 1.405e-07 2 066e 04 605a-08 1 117e-03 8.071401 067e-04 1 49-a-06 1.117e-03 2.59e-05 068e-04 -1719x(4 1.117: 03 -4078,65 068e-04 -8.6611-83 1.117e-03 3.634,05 068e-04 .4722e06 1117e-03 Mtn 1976 min max min max man aK min max mel max mkt max min 021 02 0 0 77 N41 to 78 mM 79 N42 max 80 min N43 tax 82 min 83 N44 ma 84 min RISA -30 Version 15.0.2 I11RISA 2 1 1 2 2 068e-0 581e-0 1.117e-0 221 068e-0 .8150-0 1 117e-0 .592 1 2.068e-0 1.776e-0 1 194,0 )17e-0 221e-04 .068e-0 1,1171-0 815, 068e-0 111)7e-0 C 8070509 C Rotation LC 1 0654,/07 1 0 1 • 9.854e07 1 1.52e-06 2 0 • 5®®©© 0 l.0351171■�� 035106 -1.517 035e-06 ..5174-07 1.452:-05 7.59-07 1.452e 05 7.5e-07 400e-05 -3804!07 0 406e 05 -31364e0- 1 358e 111.358e 05 1278407 1.358e 05 1.218007 -8 279.74 5561a06 -02274-03 :.903,05 1.0468x07 -2Yh�M 0 0 1 0681 07 -2.4563-0.1 103e.0' .6.1430-00 03e-08 5.143,04 -0.977903 3.63Y-04 .6633etd 25e-04 755e-08 9251-04 255,08 102e 04 0' 102e 04 0 3 605e-04 O 1 0 1 n -8e-04 2 3.8051.04 1 f 'D 2 - 4.095e-05 -1 -7.53808 2 O 1 .02 2 1.117e-03 2 1.365e-04 1 0' 1 0 t • 6734-06 1 7.749.08 2 0 1 0 1 2.6681.04 2 1 3661-04 I O 1 - 0 2 .:38.07 1 1 490-0: 2 0 1 02 2 1.117e-03 2 1.1241.05 1 -41±6605 -1 .2454:.0: M:1...1...1...lCatcslfrant kneewall - South cenler.r3d) Page 17 079 Compan/ P7A5 Engineering IIIRISA Oes'g/Namee Mr5''24 Envelope Joint Displacements (Continued) May9 2017 4 i4 P1.1 . Checled 91-_- JN41 _x10'I 1L G_..X0c1a5on LL_Y.PS LG._i.034al9m__: C 65 1645 1110 0 1 0 7 O, 1 2.00.8:-04 2 1 124. 05 I mi 1 0 J..... 2 -9:47,( I 245.4_pt�2 0_I 87 1446 max 0 1 0 I .02 2 I 177e 03 2 -1 :- I 1 0 1 .374:45 _1,:2-31,=e,7 7 0 _4 1 2.068e 04 2 -,.Y7-,-,17 2 0 LBO 91 _ ! _, .cc_20:.02 � I :,,,,-4/5 _I__ o____ J_ 1148 max 9 2 1117e 01 2 -' 7'-,: n; 0 ! 8: 89 047 11171 1 _0 1 0 1 1 0 1 0 02 92 93 94 95 97 98 99 101 192 103 105 107 10 109 M--- 1,149 max 0 1 '.1 N485 ax 0495 max t 0 o J_ I 0 I 079i-Ofi 1 2 069e 04 2 0 .009 0 1015 N50 max N51 max 0 m0x r 652 max 0 N53 max N54 max .1111111111.1 7655 max 4 115 117 is 119 120 121 1 123 125 126 127 129 131 3 133 4 35 136 8157 1458 1459 1461 N62 3 0 0 009 0 0 013 0 0 .014 0 0 7063 max m' 064 max 1469 max N70 max 1471 ,tax 0 1 I 1 1 I 0 1 0 1 - 1 0 1 __A IL_ 1 7 0 1 1472 max 0 1 0 1 mm - 0 1 0 1 137 J38 139 04 141 035 0 015 0 0 075 0 .015 1 2 5 23e 04 2 1 0 0- 2 LI ! o 0__ '_ 2 5 23:04 2 7.949, 04 2 0 1 0 155x1 -l- 0 _ ., �- 1 9700 1105 2 1,555•-: -0.3 1 0 1 •20176.92 2 7.014104 2 1844,•-08 1 1-.__ 0 1 +1:1:4142_ I 1299x.-04 2 3.844e 00 I 7 0 1_- 15.1-01- 2 2 8.076,04 2 2633:08 1 1477e0Y 1 -I 031e04 2 0C--- _1. 0 1 O 1 1 1.495e-04 2 2538s 06 1 0 2 _ 0 1 -1 "1621_ 2_ _ 0 2 8.519e 04 2 1 273.--09 t_ 0 3 .3 7401.03 1 5 01_,/44-05___._2. 0 1 I 15771 04 2 3.275608, I 0 1 2 0 1 .351'74_`3 2 0 2 8 G04: 04 2 1549e 07 2 0 6195,03 1 2 0639.03 ]_ _0 1 1593:-04 2 1549,.0; 2 0 2_,-12,214-108 /2063109 1 2 .e 547e 04 2 1.129,05 2 O 3 O 1 1 -5921_{d 1 '43120-3 1 0_._1_ 1 1.582:04 2 1.129.705, 2 0 1 I =•_: 114 .n .311:!6 ._L1--.2._... U. 2 8 465104 1_0,64e -(63 O 1 -1 cone O7 1 0_._. _L 1 1567,04 2 3 004,, 05 2 -0 1 O -I 1,4'0+ 1 0 ..1. 2 3 409e 04 2 6.384. 05 2 0 1! I _392:.07 1 -1534.0; 1 0 1 1 1 557,_ 04 : 3040 06 7 0 01 015 0 0 0 015 7673 max 0 1 0 1 � 1 0 1471- rnax 0 1 0 I 015 _O. J_ 9 N75 max 0 0 1 .015 957:-0: .1521901 _i__0_ 1 2 3 30104 2 2 115: 00 1 0 i 1 r; 299e-0" 1 1551:-04 2 . :15^06 - _2- L1050-07 1 29792_ 303-6 7 9.3716006 2 5655.01 L___1197,06 3 - =-`J1 1 LJ __. 1 155.04 2 5555^.0' 2 1 0 I 2217:_07 1_ -7.7:=3.:;11 1 n 2 0 301,04 2 2 0020 08 1 0 1 i 1 589:306 i 2 1274 0, 2 O I i 1 5500 04 2 2.502-: 03 7 0 7_ 2 2 142,-107 I .31_12" 2 8.374e 04 2 2 G34e06 i 1 0 3 RISA -3D Version 15.0.2 1M9_.\.. l.,,lCaloslfronl kneeelaR - South 0e/1107134) Cempary PMA Engineering Designer AMCM Job Number P16273 Model Name leneewee Envelope Joint Displacements /Continued) May 9. 2017 4.1d PIA Checked By._ 142 143 144 145 446 147 148 149 150 151 N00 ma0 152 • min 153 1489 u . 154 min 155 N90 max 156 min 157 1491 ax 158 min 159 N92 max 160- ,. - .• . mkt 161 N93 162 • min- 163 in163 N94 max 164 min 165 N95 max 166 mol 167 1496 max 168 min 169 N97 max 170 171 N98 10.1 172 min 173 N99 max 174 min 175 14100 max 176 mel 177 14101 1 .0 178 mi 179 N102 max 180 mM 181 14103 'lax 1: uti 183 N104 max 184 min 185 N93A max 166 min 187 69417 I ax 188 • - min 189 N95A max 190 min 191 1496A max 192 min 193 N97A max 194 min 195 1498A max 196 : - min 197 1499A mol 198 min Add min 1476 max mel 1477 max min 1478 max min N79 1 ax mtn Y hal • -i -- 1 71101 LC )(Rol Rm yG Rd46on 1C 2Rot tion LC O 1 9.438e-07 O I O 2 L747e-07, 015 2 77e-04 0 ' 1 -22684116 0 1 O 2- 015 2 0 . ` 1 0 i O 2 015 2 0.. 1' 0 1 O 2 015 2 O 1 0 1 O 2 015 2 0 4 O 1 2 015 2 '0 1 O 1 O 2 .015 2 9 379e-04, 002 1 J 346e-04 O 1 O 2 015 2 ,007 1,. 0 1 O 2.. 015 2 .013 1 O 1 0 018 1 .001 e-03 1 0 7: 1.854e-04 1 0 ' ,551:-04 2 0 '791.04 2 015e-04 1.55104 1 -4684,07 2 634e-06 1 -684-07 2 7868,-06 2 2 0 0 0 1 -3421,07 I.SSte-04� 4.108407 8 370e-04 -9047005 1 5510.04 -1.832e-03 8 379e-04 -226e-06 1 551e-04 .184:06 8.379e-04 3.944.05 1 5519-04 -6741e-06 8 3790-04, 3.7210!4 1.551e-04 -6 898.06 8.379e-04 4.864e-06 1.551e-04 5 9991-07 1.55Ie-04 2497e-05 0.379e-04 73.942e-04 1 551e-04 ,868e-06 -1 .6.472:-87. 2 2 0 0 2 1 529:-05 1 .1)57 2 1.529105 1 -1.757107 _2 / 085e-05 1 -5.86e-06 2 • 1851-05 1 -5.86:-08 2 2 2 2 0 0 0 .0 0 2 1 376:-05 1 .0 2 1 3769.05 0 2 2 0 0 2 1 78e-08 1 -2563,06 2 1 78e-08 .1 26634-0'1 2 0 0 2 1.691e-08 1 121E404 2 0 7 542e -05- 2 1 691:-06 1 -1.216.04 2 1.053:-08 -2055.-04 2 1.053e-08 1 - -2855.00 2 0 1 -470.,04 2 0 1 -4713,1.04 0.379e-04 2 0 7,4846-04 1 4.015.04 15511-0- 2 0 2_1.386e-04 1- -6.01530-04 O 2 O 1 ,015 .-013 - 1 0 1 0 2 015 2 007 1 1 . 0 1 O 2 .015 2 .002 1 O 1 0• 2 .015 2 0 -1 7 484e-04 1 0 1551e-04 2 015e-04 2 2 2 0 0 0 0 2 '0 1.386e-04 1' 0 0 379e-04 2 • 7031-04 3 9179-04 1 0 1.551104 2 • 703e-04 7242e-05 1- 0 8.3799.04 2 1,8554•04 2 0 1.3460-04 1 -7,053e89- 1551104 2 . 855e-04 7.497e-05 1 -I 053:0: 7,379e-0 2 1.218e-04 2 2 2 2 0 0 0 0 4 864.-08 1 -7.1 04Ca 2 0 RISA -313 Version 15.0.2 {M:I...1...1...lCalcslfronl kneewal - South oenler.r3dj Page 19 7,997.71/ P1AA EngIneeng iIIRISA �er °1 era17 Envelope Joint Displacements (Continued) Page i9 I.lry 9. 7017 4,4:74 I>ecAed er e X �C_ .Renals" :.r•• ® N100A ® 0. 1 1.551e-04 2 1.213104 1 0 I is _ R7��� _ :./1008 7631.04 2 0 _ j NIOtA 1411111111•1111 2 8.379,04 2 2553105 1 p 1 I1777�----- 3 721--5 re -Q: _2 • N ® mum 1 1_551e 04 2.563e 05 1 0 1 m. 0I R 11m1�� -6 :-91-.06 H. 81-. 0 _ it 2 8379e.p4 i7.. 0 2 0 t - fFA1961 -1 3=C 415 Ern N104A 661=1111111.1.M1111011. 1 1 4511-04 WM. 2 0 I Fili i i gEr» 6742 ce 0 le 6105 II��np�r 0-04 �Ei 5.06e08. Mips 21 f�QZ:i11111M s1•i11�0 NI RF1______ OtMfilt� .1 h til 'c.=:1,5 u RF11111 0 I000��s.370: o4 At ,19.1-7 7 Rf�I�t7�>• Ott 14108. plim 0. , NE li ®f Hll A �� Roz��_a_n o�r�s>•�®� ® ®oiMA= 11RC2 9.- 1 FM ® 1712111W11111111311111111=1 :<7 p FTRlak�=Mnt:>•nr F I NEMMil l. 4 227 N 06 0/11 EZIrifi® O�H -a�F1�®-ono© Fig6213 a �e�l1 IIRM 245 N215 max Min EFI 16 mar ME 18 gem 0 .02 1 338e 03 2 MEMO 9e.-04 It 4130,07 1 il IIII L021A,0 MB 64 e-07 0 INIE I 80 .066 11 0 II Il HAS 142 1.141e 03 3.423e 07 2 0 Page 20 273 51261 max 1 551e-04 2 2 7 502007 4715408 2 7 5020.07 IIIRISA Company PIM Engneering De sgnav AMCI.1 Job Number P16273 Model Name Rneeaal Envelope Joint Displacements (Continued) Job% XMI ID 3101 May 9, 2017 4'.14 PM Checked By._ 256 257 258 14253 min max min 0 0 0 259 260 261 262 N254 N255 ,max mkt 11106 0 0 0 0 0 0 0 1 7 Del LC X Rotabon J C 7 Reletain LC 4Relation 1C 0 4166o03 Pt-7Ff6-01 .0 <f 0 0 2 I,551e-04 -1.7931.07 2 2 015 0 2 8 374e-04 $ 4380-07 1 550-04 2 1 2 4 684,07 4 684e-07 2 2 263, 264 265 266 267 268 269 270 N256 51257 N258 N259 min max min MAX m61 max min max mia 0 0 0 0 0 0 0 0 0 0 0 • 0 0 1 0 015 0 0 .015 0 0 2 1.747e-07 2 2 2 2 8.371e-04 1.5890-06 1.552.04 2 9420-07 8.371e-04 l.197e-06 1558-04 2117e-07 2 2 2 2 1.1230-07 3,123e-07 .5.6554-07 7 9020-07 2 0 271 272 N260 m06 min 0 0 015 0 7.380 04 5.299e-07 774 275 776 N262 min max min 0 0 1 0 0 1 0 015 0 2 2 1 1 1664-07 8 409e-04 21920-07 1 -2.7154-94 4 584,07 41.24344093 277 278 279 34263 MAY min 0 2 1 557e-04 4.057e-08 2 4 584e-07, 2 280 74264 max min 0 0 0 .015 0 2 8.466e-04 0 2 19747-07 .3.054016 2 281 282 283 284 N265 N266 .max min max min 0 0 0 0 0 0 .015 2 2 1 567e-04 0 8.547E-04 b.[axd 2 2 1 1.9747-07 -I C64en.5 4.3120-08 -1.1212,05 2 0 0 285 286 287 288 N267 N268 289 54269 MAX mb max min max 0 0 1 0 0 1 .11 0 015 0 2 2 1 582e.04 1093244 8.6040.04 -5.643.03 2 2 4 3127-013 0 1 5930-04 .29536.0.5 -1.541.07 -10,010-06 2 0 790 791 292 293 294 795 N270 N271 34272 min max min max min MAX 0 0 0 0 0 0 0 0 0 0 015 0 0 0 014 796 min 0 0 1 0 2 2 2 -I 0510.03 8 519e-04 -3.745809 1.577e-04 2 80 - -7072,'0 0 76e-04, 2 1 2 -I 54Sen7 43110013 3 593,05 .33110.08 1 091e-04 2 2 -26550-08 297 298 299 300 301 302 14273 N274 N275 max min MAX mal 11100 min 0 0 0 0 0 0 0 0 0 0 013 0 0 0 2 2 2 1.4954-04 0 14e-04 0 1,2990.04 0 2 2 4.8380-06 2 139e-04 .11440-09 2 303 304 305 N280 N281 max min max 0 0 0 0 0 0 0 0 2 1 2 1 997e-04 0 2.991e-04 2 2 ,4 4410-08 306 307 308, 309 310 371 312 14282 N283 N284 mkt max min max mm MAX min 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 2 2 2 -1 160-08 3.463e-04 ..2.1470-08 3-5770-04 -2182.09 3.554-04 2 2 2 1.84.48-08 1 -9,511,05 .7.970-06 1 666e-05 -3 460e457 2 2 0 RISA -3D Version 15.0.2 1MA:1...)..1...1Calcsllront kneewall - South cenler.r3d1 Page 21 080 Conipaoy 0,04A Eng'. ring JOb number P16273 Model name Knee.m4 i/ay 9.2017 414 PM Envelope Joint Displacements (Continued) 316 317 319 319 31257 max N288 max 0 2 4050 04 7 2.0350.06 320 321 322 323 324 325 326 327 min 51289 max 0 N290 may rnin 51291 max min N292 111AX 329 330 331 332 19293 mat min N234 max 333 334 14295 ynax min 0 O 1 O 1 O 1 O 1 0 • 1 CI I O 1 7 3.4680.04 7. 2 406005 0 315 336 332 339 340 341 342 344 345 146 347 349 350 351 352 353 354 355 356 51296 mai. 4910 0 14297 max 51298 max min 51299 , max min N300 max 0 1 0 I 3.707e 04 1 2 9250 04 2 3 4691-04 2_9.2550±09 3 469,04 z 3030 04 I J16687-05 1 -2.53008 2 3.4690-0-091[3a7504 nthi i4301 MAY N302 max Min 19303 max min 1 0 N304 maw min N305 max 357 358 N306 max min N307 max 0 0 359 360 N408 max 361 362 363 364 365 366 0 1 N309 max 14310 max 0 o 0 Z 2.1780-04 2 1.8440.08 2 2.6717-04 2 t_5490-57 -1 830-08 2963e-08 0 367 369 min min N3I2 max mln 2 629,04 2 1.0040-05 o 2 0 7 5997-04 2 ,2 9020 OS 1 RISA -3D Version 15.0.2 91.1:1 1 1 1Calcs1front kneewall - South center.13511 Pape 22 IIIRISA Company PMA Ergneni g Designer : AMCM Job Number : P16273 Model Name : 14.6:.01 May 9. 2017 414 MA Checked Ely Envelope Joint Displacements (Continued) Joint 370 371 N314 rent max 0 1 4,9340-07 .3.323.07 2 634e-06 0 372 373 51315 m in 1 2.9316-07 7 0 374 min 0 375 376 14316 0 0 2 0 2 2601e-04 1 .3.0734-09 377 378 379 51317 N318 ,0140 01111 Iliax 0 0 2 602e-04 2 2,602e-04 2 085e-05, -5 86008 2 380 381 N319A yhax 1 .1.131L -C6 1 78,08 382 383 384 385 386 387 388 389 390 N320A N321A N322A N323A min max m in mak min max min 0103., mln 0 0 0 0 0 0 2 2,602e-04 1 1.5097-06 2 2.602e-04 2 2,6010.04 2 3244-04 -2 C434-05 1.6910-08 .1.21ae 04 1 0530-08 -4,037-04 .5.015,04 2 2 2 0 0 391 392 393 Finn max 0 0 1 3.1094-04 2 26010-04 2 5.0150-04 2 394 395 398 N326A min max min 2 ,2.6010-04 4.7037-04 0 2 0 397 298 0 0 400 401 min max 2 2,6020-04_ 1 1.5090-06 2 Ire -04 1.218,04 2 2.6020-94 .1.6934-013 ,2 5637-05 0 402 403 N330A min 0 0 1 -1155e-05 2 024-04 2 2 2 0 404 405 Min 0 0 2 2.607e-04 4576,05 5 864-08 2 406 407 409 max min 0 0 1 -7.0170,36 -1073,76 1.7570-07 0 0 409 410 411 412 413 414 415 418 11138 max min min min 0 0 0 0 0 0 2 1.624,04 2 3.469e-04 .0.0151007 1 5.0790-07. -1 5.771e-07 2.9497-04 .9.2618.06 ..20711-00 6 488e-07 1.5367-07 2 2 417 418 419 420 513134 max min MAX min 0 0 2 4613,04 3-0660-07 3.4627-04 1 243e-06 9 6440-07 3 3e-06 5.5830-07 0 421 422 joax min 0 2 0 5.0620.06 1 8530-07 2 423 3 438064 I 808,06 0 4647703 0 0 425 426 0 3 45e-04 .4.7414-05 -1.590-05 2 0 Page 23 IIIRISA Company P1.16 Eng4neeing Job number P16273 Model flame Knee4s0 Envelope John Displacements (Continued) Ms, 7017 427 430 431 432 433 14788 14390 342.90 max 10 Max 4111. max LC 014M 0 9 2 601004 .7 942e-07 2.67-04 2 931e-07 2 5990.04 4 6040 07 1.1237-07 434 435 436 437 14392 AIL 439 440 441 412 min max min max max 1 3219,07 19395 443 444 445 446 447 448 449 450 451 452 max Q Jain max 5/399 51400 7 9020-02 -F.4557 07 2.6020-04 1.9560-07 2 6110 04 5.804008 21. 7 502,407 2.654,04 2 6710.04 Envelope Member Section Deflections 1 4.534,07 1.9740 02 4 2.12,07 .1 12044: 2_ 0 1 1 0 .00337-07 _Lila 311e Cel 1 0 j_ 432e 0 Owl 11 L„ --A ma 0 0 022 02 st- 1703 E1 EIM7111111111111031251 o o I 44 08 "Mar „LY.114 imps 1 210. 1 NG IC 007 t NC 011 061 005 2 94 06 n6050-C18 0.012-01 immi8 .505, OF 264,-0 0 II 605e oo 51C. 1 NC 543 504 2 _NC 4201102. _2] NC 1 NC 0 14c tic 1 NC 1 1N40: 016 521 2 NC 7-1 RIS/0,3D Version 15.0.2 (1,11.1..1..1Calcs1front kneewall - South center.r3d) Page 24 IIIRISA Company PMA Engineering 0,09.n AMCM Jab Number P16273 7044 Name an.eera1 May 9. 2011 4 14 71,1 Checked By._ Envelope Member Section Deflections (Continued) Member Saes 0[x0 I C r ran LC 4101 LC attlaals tr LC ln1 Le Ratio LC Int Li Rana I C 27 4 max 0 1 011 2 0 1 4.605e-08 1 NG 1 NC 1 28 29 5 mil 11140 0 0 017 0 -2646024 2 2406.742 2 2 4,60500-08 NC NG NO 30 31 3? 33 1.14 2 min MON MX) max 0 0 .1 0 0 0 001 2 0 0 0 0 -2.64-»64 0 -0.511,65 2 2 1511 856 NC NC NC 2 NC NC NC NC 34 35 36 3 mil max mil 0 0 006 0 12 8511.-05 2 0 1 0 4SI14-05 2 NC NC 4350323 2 NC NC NC• 37 38 4 ,max mil 0 013 0 2 0 0 0 -9.511.15 2 NC NC 7078 937 2. NC 39 pax 02 40 41 42• 43 175 2 mh MAX mal m09 O • r 0 2 0 0 1 0 0 .001 2 0 0 1 1 -9511.[5 NC NC 2 1305 933 .7 332e-08 -7.92e-06 -7 3870-01 2 NG NC NC NG NC NC 44 45 46 47 4 48 71140 mn rzox 0 .006 0 .013 2 2 0 0 -7 'V' -7 92e-06 .7 3620-06 2 2 NC NC 4211 926 NC 2 NC NC NC NG 0 0 0 1 -7 92e-06 2 2017 702 2' 49 50' 51 52 5 147 max nth Inas' 13111 0 .021 0 2 0 .7 383e 03 -7.92e-06 2 0 0 1 6664.05 4413.07 2 NC 1264:328 NG NC NC 2 NC 53 54 • 55 2 max max 0 1 .001 0 .006 2 2 0 I.666e-05 -4465!-07 1 666e-05 2 NG NC NC NC NC 56 57 58 59 60 4 5 mil max mil max min 0 0 0 .013 0 .02 0 2 2 0 0 -34804-07 1 666e-05 -54&52-00 1 6660-05 -1954-07 2 2 4744112 NC 2028 08? NC 1773 989 2 2 2 840 NC NC NC NC 61 62 63 64 R14 2 MAX mil max mil 0 0 001 0 2 1 0 t 404e-05 -7804e-07 1.404e-05 -7.604,07 2 1 2 NC NC NC NC NG NC NC NC 65 66 67 68 69 70 71 72 73 74 75 76 1.410 4 3 ,MAX mil .11lax mi ma. min 0 0 0 0 0 .006 0- .013 0 .02 0 2 2 2 0 1' 1 404e-05 -7.0040-07 1 404e-05 -7.9.3467 1 404e-05 -743e-07 2 2 2 max min j71ax mh 11090 mil 0 0 0 0 0 0 .001 0 006 0 2 2 1 0 1 6 367e-06 -083407 6 362e-06 .065407 9 362e-06 .0 65-40-07 2 1 2 NC 4300 864 NG 2055201 NC .4) 025 NG NC NC 1__NC 2 NC 4335 304 2 2 2 11 C NC NC NC NC 2 NC NC NC NC hi C 77 4 max 0 013 2 5 362e-06 2 NC NG 78 mil 0 0 1 -9.1464967 2071 658 NC 79 80 81 82 83 2 max Min max min max 0 0 0 0 02 0 0 001 2 2 0 0 1 6 362e-06 -9 654.07 1.57e-06 2.965a-07 1 52e-06 -2 1. NC 1301 363 2_NC 2 NC NC 2 NC NC NC NC Nc R1SA-3D Version 15.0.2 (MA...1...1...1Catcsifront kneewall - South center.r3d1 Page 25 081 Cowan/ Pt.lA Engaineeng Mar 2017 Job /lumber PI6273 Cher kel Or ____ Model Name Knee -rat Envelope Member Section Deflections (Continued) 84 85 86 87 86 89 91 92 Sec Ran 3 max 1,112 min max min 61,11 LC 1311 0 1 016 mln max 93 94 95 sa 97 98 99 101 102 1.114 103 104 105 106 107 168 109 112 113 114 nth max min max max 0 mln 31101 min min max ciao max min 0 .001 LC fini LC Rotate It LC tn1 Rain LC (nit, net -0_1,C_, Nc 2 NC I tat 2 NC NC 1 NC 1 NC O -4 51 len7 006 .013 02 mu min max min max min Max 0 115 115 117 118 ma X nit max 0 11 119 120 121 122 4316 123 124 125 126 127 Max MAN min max max min rnax 006 012 001 .005 o NC NC NC 714 11( 4341213 NC 5077 827 517o 07 2 NC 1305 238 NC 013 02 001 o 2 0 2 0 1 0 2 0 .006 013 NC 1 NC NC 111.1. NC 2 357405 1 NC 1 26 129 130 131 132 1.118 min max Min 133 135 136 137 1313 min 111. min PrIaT aft .02 091 006 033 1 .5,903e I 39 .02 NC NC liC NC 1 1 NG 1 NC IC 1 NC 2 146 1 NC 140 2 NC RISA -31) Version 1502 11,1.1. 1 .1Calcsthont kneewall - South center.r3i0 Page 26 IhRISA Designer APACM 166 Number P16273 Moder Name Kneeaal Envelope Member Section Deflections (Continued) May Ei 2017 4 14 PIA Checked Br__ 141 47,74,1;04 67.imak, lin tin rctint 01(,;11 notee4407ii en ten 1.40 1n11.40xtbo I Mkt 142 143 144 145 146 max mkt max min 0 0 0 001 .006 0 1 -2.455404 1 -2456e-04 1 1.068,07 1 -2456.04 NC NC NC 4342 824 NC NC NC NC 147 148 11100 ,013 -0 1 1.0680-07 -24564414 NC 2075 252 2 NC NC 149 160 MaX 02 .002 1 1.068e-07 it .2 493.04 NC 1303.62 2 NC 151 15120 Max NC NC 152 153 154 155 rnin min Mac 0 .001 0 .006 NC NC NG NC NC 61 C NC 156 157 158 159 160 161 187 163 164 165 166 1721 min M. nth Max min rnax 0 0 002 013 005 .02 008 .001 006 1 -5.143e04 1 -5 1434.04 -5 143.04 1 -5693e-04 1 43 9770-0a 1 -6 1743.04 1 -6 5770 -Ce 1 4663.04 4343 117 5492.449 2075 39? 3450.206 1303 70$ NC NC NC NC 5056 174 4342.966 2 2 2 NC NC NC NC NC NC NC NC NC NC 167 168 169 1116 172 173 174 175 4723 max nth max max min 013 02 .001 001 006 1 -6 0772-06 1 0255e-08 19257-04, 2 2 2417.091 2075.32 1518.358 1303.661 NC NC NC 4342.985 2 2 NC NC NC NC NC NC NC 176 177, 178 179 min MAK 0 .013 .013 021 2 2 1 2.925e-04 1 9255e-08 2 2 4064.163 2075.329 1942.097 1303 669 NC NC NC 140 180 min 02 0 2 1219.86 NC 181 182 183 184 185 188 187 188 max max min Max min .001 004 .013 008 2 0 1 6.102e-04, 1 6.1020-04 1 .6.1020-04 2 2 NC NC 7119.654 4343 190 3402.276 707543 2 2 NC NC NC NC NC NC 189 190 MaX 02 012 2137 222 1303 732 NG NC 191 1425 Man 0 NC NC 192 193 2 min 001 0 1 3.805e-04 2 NC NG NC NC 194 195 898 197 max min max 0 006 .013 1 3.805e-04 2 2 NC NC 4343.007 NC 2 NC NC 14C RISA -31) Version 15.0.2 [MA A. ICaloslfront kneewan - South centeri3di Page 27 Designer 713613 Job number P16273 ?Andel Name /.444 11017 4 1,14 Envelope Member Section Deflections (Continued) i Soo_ ....ir teil___L.Q x ran C Int LC x now, Ir LC in4.14/ Rata, 1C to, 'i Rata I I: , 4 NC 1 NC 1 NC 1 NC LI 200 201 027 203 205 3 min 0 max mat 0 max 0 min 0 max 0 206 207 208 min 0 max 0 OM a 0013 2 02 2 t 1.166004 1 1 366e 04 210 min 0 211 /A28 max 0 0 212 213 min 0 2 NC 1 NC max 0 001 2 215 216 21/ 218 min 0 max 0 219 01 1329 222 max 0 mitt_ 0 11177 0 min 0 mu 0 223 225 .126 0 1 NC 1 NC 2 2075 471 1 NC 1 NC 1 NC max 0 min 0 227 228 max 0 min 0 max 0 2 NC 013 2 0 229 230 231 513 1 232 233 234 2 max 0 0 1 BMX 0 235 236 237, 238 3 min 0 max 0 min 0 max 0 min 0 max 0 239 240 5 241 1.132 242 243 245 246 247 249 249 250 max 0 min 0 max, 0 min 0 max 0 min 0 max 0 NC 110 NC NC NC 2 NC I NC 1 20 7 515 24 IN G 2 NC 1 NC t 1303 62 2 NC 251 1,133 4 nun 0 min 0 max 0 max 0 1 .20117414 2 NC NC 1 NC I NC NC -14 LJ 1 NC i NC 2 NC 1 NC I NC NC 252 253 254 max 0 0 2 1 NC 1 RISA-.3DVerslon 15.0.2 (Ma. 1 ACalcsifront kneewal - South center.r3d1 Page 28 • 11.RISA Company PIRA Eng'0eming 0039004 . AMCM Job Nu be4 P16273 Model Name }Memel Envelope Member Section Deflections (Continued) May 5,2017 4.14 PIA Checked By_ 255' 256 Member SeC x101 IC oral LC 73 1 3 max 0 1 .003 2 0 1 man 0 0 0 1 C.13R051013 1 0 LC Inl1N Ratio_ I C Jai lir flats I C 1 NC t NC -29th04 2 9278,073. 2 NC 257 258 4 max mbn 0 0 006 0 2 0 0 0 -2SwJ104 2 NC 4413.5$$ 2 NC NC 259 max 0 .009 2 0 0 NC NC 760 261 262 263 264 M34 265 266 2 3 min max mal max min max min 0 0 0 0 0 i 0 0 2 0 0 0 0 -244'.604 0 -2139044 0 -2.1.xm{k- 2 2 2 2785 06 NC NC NC NC 2 -NC NC NC NC NC .004 0 2 a 0 -21364-N 2 NC 6917 382 2 NC • 140 267, 4 max 0 008 2 0 NC NC 268 269 5 mel max 0 1_ 913 770 mn 0 0 1 -213'6-04 2 3305.529 NC 2 NC NC 0 3 Me -04 2 2076 449 2 NC 271 272 1435 273 2 max min max 0 0 i 0 -1.0014-04 2 NC NC NC NC 2 0 NC NC 774 275 776 min )max mal 0 0 0 .004 0- 2 0 0 491004 0 2 NC NC NC NC -1.031014 2 6007.678 2 NC 277 4 max 0 .009 2 0 NC NC 278 min 0 0 0 -1.031004 2 279 5 max .014 2 ,2870.817 NC 2 NC , NC 280 mn 0 0 0 .104!004 2 1803.375 2 NC 281 282 1236 max min 0 0 0 0 3.311e-08 -3.593005 2 NC NC NC NC 283 284, 2 TAX min 0 0 2 0 3 311e-98, 35930#+ 2 NC NC NC NC 285 3 ,max 005 0 3 311e-08 NC NC -3.50.5005 287 788 2891 4 max rein ,max 0 0 0 015 2 0 3.311e-08 .3093016 3.311e-08 2 1 NC 2721.759-2 NC 1 NC NC 290 291 1437 man max 0 0 0 0 0 1 .3.59.1206 1.549e 07 7 2 1709 74 NC 2 NC NC 292 293 2 men max 0 0 0 2 0 0 1.549067 2 NC NC NC NC 294 295 296 Min max man 0 0 0 0 005 0 2 0 0 0 1.5490'07 0 2 NC NC 5639.336 2 NC NC 297 298 4 max mat 0 0 .01 0 2 0 1.5490-97 0 2 NC 2694.8 2 NC NC 299 300 5 max nun 0 0 .015 , 0 2 0 0 i 1 549e-07 0 2 NC 1697 805 7 NC NC 301 0138 max 0 0 1.1290-05 2 NC NC 302 303 min 3nax 0 0 0 2 0 0 4.30.09 1 -129e -O5 2 NC NC NC 304 305 306 3 mel max min 0 0 0 0 005 0 2 0 0 43122-09 1.1290-05 4312006 2 NC NC 5677.167 2 NC NC NC 307 308 309 4 max min max 0 0 01 0 015 2 1 2 0 0 1.1290-05 4312018 2 1 NC 2712.078 1 129e.05 NC 2 NC NC NC 310 311 min 1.0540-05 2 1704.161 NC 2 NC NC ihRISA 082 Company PIA EnqnerArkg May 9. MI De !Lane 4IACiA 14533,1 Job liumbei P15773 CN3,ied Model time Kne,...a4 Envelope Member Section Deflections (Continued) romll 371 3342 1 max 0 395 CI 5 MI 2 NC 1 NC 1 NC NC 133 334 335 343 344, 34 A4 ME 0 In 3.153 mit 0 4 ma 9 0 324 112715ee NC 15 05 NC 1 Nr - 009 15,-0 NC NC ax 0 MIME 348 349 2_766 727 1 173904, to 791525 2 1_4S; 7 63 07 j_ 27o9 914 11C 1 135I 1 ma 0 163 2 ma 63 mamas' Pil 009 634e 06 17313 9.39 r 119 - NC NC. 11 13C. NC NC 14106-313 Version 15.0.2 101.5 kneewall - South centeki3di 2 NC 3 NC I 1.10 2768 817 2 NC iiIRISA Company PMA Engineering Designer AMCM Jog Number P16273 Model Name Knecool gay 6, 2017 4 14 P01 Checked Ely Envelope Member Section Deflections (Continued) NC 369 371 372 3.153 max max min 015 2 634e.06 7 868,06 2 NC NC NC hIC NC NC 373 374 375 378 2 3 MaX rnin )1106 min - 7.8680-06 004 7 868e-06 2 NC NC NC NC NC NC 2 5792.25 377 378 MaX min .009 2 7.8680-06 2 NC .2767.871 2 NC 379 380 min 381 182 3454 Max mln .015 7.868e-06 0 NC NC NC 1 529e-05 ,1,757.97 2 140 NC 140 NC 383 184 385 max min 91.136 1.529.65 NC .004 2 -1.7570-07 2 NC NC NC 386 387 388 389 390 5 min snax 391 4.157 min max 0 009 615 0 1 5290-05 4.7570-07 1.529,05 2 2 5791 07 NC 2767.307 NC 1738252 NC 0 2 085e-05 NC NC NC 140 NC NC 192 393 394 2 BMX 395 min max -5 86e-08 0 604 2.085e-05 NC 340 NC NC NC NC NC NC 396 4 mh MaX .009 -5.888-08 5790.575 NC 2 NC NC 398 min -5 86e-08 2 2767 071 NC 399 015 2 085e-05 NC 400 mln -5 86e-08 2 1710203 2 401 402 403 404 8158 Ian min max ngn 3.376,05 1.376,05 2 2 NC Nc NC NC NC NC 405, 406 3 illaN Mill 0 .004 2 NC 5790.477 NC NC 407 408 maX Min .009 2 0 3 376,05 2 NC 2767.024 2 NC 409 max 015 NC NC 410. 0 1738.174 2 NC 411 412 413 414 2 max Min min o 2 tg NC NC NC NC NC NC 415 3 max .004 2 NC NC 416 mhi 5790538 417 418 419 mh aX 009 015 2 2 NC 2767 053 2 NC NC NC 429 421 422 min MOX .1218,-04 1738.102 NC NC 2 NC NC 423 2 max 2 2 NC NC 424 425 min max .004 NC NC NC NC RISA -31) Version 15.0.2 thIA...1...LACalcs front kneewatl - South center.r3r6 Page 31 Job Itenhei ktOckl Name Envelope Member Section Deflections (Continued) Page 30 ikky 2037 141.3.1 12r1IMORMinallraill 42 111111111111111691111=111 f .2=111. 1.153 0 00 51,90_626 2 Ne tiC NC max 1 255. NC NC 1 NC 1 NC I EMI o 11 . Minn 004 00 4 MUM Mall 0 EMI lfftEtIIIIINIMIIMIIIIIIMIM UM ...rmmamall 3 34 NI NC 1 NC I NC NC 1 NC i 134G NC 340 Ng - Fa WINNIMMIIMIETTUnil __9_1 .771 11 5 rini ... , ALO N.mithihmu.i.. rins,a, RISA -3D Veision 15.0.2 fht.L.1.5...3Calcs 1 front kneewall - South centet.r3d1 Page 32 IIIRISA Company ' PMA En9reerin8 Designer MAUI Job Number P16273 Mach Name Rneeea1 May 9, 2017 4-14 PIA Checked 8y._ Envelope Member Section Deflections !Continued) 483 Meme. Sec o504 1C� xAM 1C_ !Alx max 0 11 0 2 0 _1C 6 Rotate 1r 4-703, 04 LC /nI1N RAW, LC 1n14Y Ralik LC NC 1 NC 484 min 0 0 0 0 2 NC NC 485 486 487 4 max min mar 0 0 0 .004 002 009 2 0 0 4 703e-04 0 4 703,04 140 2_.5790 725_ 2 5927 142 1 NC NC NC 488 489 490 491 M67 min ,max met 58100 0 0 0 0 004 015 007 2 0 0 o• 0 0 4 703e-04 `0- 2 2 2761.142 2 3723 271 1 1738246 2 2,8550-04 NC NC NC NC NC 492 mkt 0 0 0 2 NC 1 NC 493 494 2 MAX min 0 0 2 2.855e-04 0 2 NC 1, NC NC NC 495 3 mar .004 2 2,855e-04 NC NC 496 mkt 0 0 0 0 2 5790 691 NC 497 498 4 MAY nun 0 ,009 002 2 2.855e-04 0 2 NC 7767.176 2 NC NC 499 500 501 507 M68 max mkt 51160 mat 0 1- 015 0 2 2 855e-04 0 1 218e-04 0- 2 2 NC 1738238 14C NC' 2 NC NC NC NC 503 max 2 1 218,-04 NC NC 504 505 3 min tram 0 506 507 508 4 min max min 0. 004 , 0 2 0 1.2180-04 2 NC NC NC NC 0 .. 009 0 1 2 0 .218e04 0 2 1 2 5790.628 2 N 71670. 2 NC NC NC 509 510 511 512 M69 5 Max min max man 0 015 0 0 2 1210e-04 0-' 2.563e-05 0 2 NC 1738218 NC NC 2 NC NC NC NC 513 514 2 114x min 0- 2 j 563e-05 0 2 NC NC NC NC 515 516 517 518 4 519 520 max mkt max min max mil 0 004 0 009 0 2 ,2,563e 05 0 a 563e-05 2 2 NC 5790.538 NC 2 2767 053 2 0 521 522 1.170 max min .015 0 0 0 2 2.563,05 0 2 NC 1 1738192, 2 NC NC NC NC NC NC . 0 2 NC 1 NC NG NC 523 524 525 2 3 max min MAX 0 .0 .004 2 2 ifs 0 2 NC 1 NC -1 NC 1 NC NC NC 526 527 578 529 530 531 532 533 0471 4 5 2 min Otax 111x1 max min 11198 mkt max 0 0 .009 0 015 0 I 2 2 2 0 44 370,05 0 •117ty05 -1.17ee-: 5.06e-08 _cries 5.86,-08 1 2 2 2 5790.477 2 NC 1 2767.024 2 NC 1738 1/4 2 NC 1 NC 1 NC 1 534 mkt 0 0 -20550,05 NC I NC NC NC NC NC NC NC NC 535 536 537 538 539 3 4 m90 mkt min max .004 0 009 015 2 5,06e-00 -2035e{b 5 86e-08 -20634435 5 86e-08 2 NC 1 5790 575, 2 NC 1 2767.071 2 NC 1,40 1,10 NC NC R1SA-31) Version 15.0.2 iNIA .1. ICalesitron1kneewall - South center.r3d) Page 33 IIIRISA Company 71.14 Eng n.amj Des/gne) 41.16.1.1 115n,50b.,,,x, n16273 083 9 2711: ,114111.1 Envelope Member Section Dellecions (Continued) 551 1174 1 111 0 550 min 0 0 553 554 2 max 0 0 o max 0 003 0 2_949e 04 2 NC 1:1i7 11 NC 1 557 5523 559 560 561 1.1104A 562 563 564 565 567 NC tic 777. hIC 568 569 570 571 131059 572 573 574 575 2 1-114 576 1577 max 0 013 o -2 0714 51 1 4341.504 2 NC 579 5130 581 111054 582 111111 5 max pin 1 max non 0 O 1 0 -2 1714-09 1 2074 764 2_ 1 NC 583 584 585 mkt 0 586 587 /88 589 590 591 1.1107A 592 593 594 595 596 min 0 001 2 0 0 006 0 6 488e 07 1 NC Nc 1 110 1 50 RISA -3D Version 15.0.2 [01,13,7„4„ kCalcsiliont kneewall - South center r3d1 Page 34 AMCM May 9. 2017 4.14 PNI Checked By._ Envelope Member Section Deflections (Continued) 598 599 min MAX 02 2 0 1 9.644e-07 2075.6 NC 2 NC 600 601 141089 min rriax 1303.839 NC 2 NC NC 602 603 604 605 Mirk tmax min max 0 .001 006 2 2 0 1 33e-06 553.97 NC NC NC NC NC NC NC 606 607 608 609 610 611 612 613 614 615 616 min mix MAX min max mkk maX min max min 0 .013 0 02 001 0 .006 2 2 2 0 0 1 0.583e-07 1 5.583e-07 1 3.3e-06 1 1.8532-07 1 5.963,06 1 8536-07 1 5.0630.06 617 012 4351.08 NC 7079.197 NC 1306 098 55.986"3;45-067. 25 4 NC NC NC NC NC 160 473 NC 2 2 NC NC NC NC NC NC NC NC NC NC 618 619 620 621 mkk max 0 0 0 0 02 2086.529 NC 1310.704 NC 2 NC NC NC 622 623 624 625 676 627 628 629 631 632 633 634 635 636 637 638 2 min max nth may mei nen max min max mirk pax min MAX min 0 0 0 001 2 0 0 0 0 0 0 .006 012 0 .02 .001 .006 012 2 2 2 2 2 0 0 1 1,1308e-06 1 1.808e.06 I 741,03 1 -1.59045 I .4.7411.09 2 2 2 2 NC NC NC 4382394 NC zooLiai NC 1315 498 NC NC NC NC NC 4366 671 NC 2088.623 2 2 2 2 2 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC 639 640 642, 643 min MAX nan MaX 02 0 2 0 1 -4 7414.06 -5.7524-05 2 NC 1310.763 644 645 646 Min max min 0 001 096 2 2 1 -5 111400 NC NC NC 2 NC NC 4257.65 NC NC NC NC NC NC NC NC 647 Mak .013 NC NC 648 649 650 min max min 0 0 0 02 2 0 0 1 -5.7514-05 -5 1414-06 1 6.752.45 2 2032.462 NC 1276.552 2 651 14113 0 1 3 423e-07 NC NC NC NC NC 652 653 min 0 2 0 0 NC NC NC NC RISA -30 Version 15.0.2 (FAA %. 1 1Caksltrota kneewaa -South center.r3r11 Page 35 Company Engneenog IIIRISA 1=74 P 16273 Ma, 9 2017 Envelope Member Section DeflectionS (Continued) 654 655 656 657 659 660 min 0 661 1:1114A 015 1 423e 07 2 NC -7 1354 -CC I 731316A___2 NC 662. nen 0 t 663 2 ma 0 665 3 MAX 0 666 667 4 594o-07 2 NC 0C 668 min 0 9101 669 Gil 13115A min 0 MAY 0 671 min 0 675 678 679 680 681 MII6A 682 683 684 685 687 688 63.4,0A 1 2768 812 Z NC 5.123e-07 2 50 1 50 127.e.07 2 NC 1 NC 0 7769041 2 _NC 123e•07 rle in 0 min 0 689 690 69 1.1117 692 mai 0 693 O 1 0 7 902e 07 I NC 1 NC 70 r.776-97 2 NC 1 NC 7 902e•97 I NC NC 694 min o 695 3 max 0 697 min 0 _lc .1298 min 0 700 701 1.1118A 703 704 705 Min 0 ma 0 min 0 O 2 0 7.5020 07 1 PIC 1 PIC .23154-111 7 502e-07 1 NC 004 2 0 O 1 0 708 imkk 0 709 111 max 0 1 710 min 0 1 5024•07 NC 1 NC 4 504,07 I 1.10 50 O 2 0 O 1 0 015 2 0 4.584e-07 I NC 704e-55 2 n779.104_32_3. NC 5840 07 1 NC 1 NC .4 584e 07 1 NC 0c 41 R1SA-3D Veision 150.2 (643 1 1 ICalcsIlront kneewall - South tentem3d) Page 36 4 max 0 009 2 0 1 1.091e-04 2 NC NC IIIRISA Company PMA Engmeer.g Desgner AMCM Job Number P16273 Model Name Knee.% 1.lay 9, 2017 4 14P Checked Ely_ Envelope Member Section Deflections (Continued) 711 712 713 Member t4119A sec x ami I C 0301 LC zfjpl 0 MAX mh 0 0 0 0 1C 41254aleb 1C (a 11 heRatb LC (311/,Raba LC 1 1,9740.07 1 -1054026 1 NC 2 NC NC NC 2 714 715 MAX min 0 0' 2 1 1 974e-97 1 NC NC 0 0 1 .1.0514-05 2 'NC NC 716 717 4 MON nun max 0 0 .005 0 009 718 mh 0 0 2 2 0 0 0 1 1.974e-07 1 -1.M.44005 1 1,974e-07 1 -1.854305 1 NC 2 5730.957 1 NC 2 NC NC NC _2 2738.582 2 NC 719 720 721 722 723 724 725 726 14120A 5 3 max mh MAX mh max min max mel 0 0 0 0 0 0 015 0 0 0 0 0 .005 0 2 2 0 0 0 0 0 0 0 0' 1 1,974e-07 1 1 054e.05 I 4.312e-08 1 -1.123025 1 4 312e-08 1 .1.1200105 1 4.312e.08 1 .1.170s25 , 1 NC 2 1729.307. 1 NC 2/ NC - 1 NC 2 NC 1 NC 2 5677167 2 2 NC NC NC NC NC NC NC NC 727 728 729 730 731 732 M121 4 max min nlax men max mh 0 0 0 0 .01 0 015 0 0 0 2 2 0 0 0 0 0 0 1 4 312e-08 1 -1.129x05 1 4 312e-00 1 .1,129625 1 -1.563027 1 NC 2 2712,878 1 NC 2 1704 181 1 NC 2 ' NC 2 2 NC NC NC NC NC NC 733 734 735 736 737 738 739 3 4 max min MAX mn a34 _ mkt max 0 0 0 0 0 0 005 0 .01 0' ,015 2 2 2 2 0 0 0 0' 0 1 0 1 -1.567.0 1 0 i -1.54;0.07 1 0 1 -1.0490.07 1 0 1 NC 2 NC 1 NC 2 5639336 1 NC 2 2694.8 1 NC 2 2 NC NC NC NC NC NC ' NC 740 741 742 743 744 745 746 747 1.1122A 2 3 min MAX min max mkt max nun 0 0 0 0 0 0 0 0 0 005 0 2 0 0 0 0 0 1 .1745.21 1 3 5930-05 1 -7311,00 1 3 593e-05 1 -331104:6 1 3.593e-05 1 .3301.00 2 1692.805 2 NC 1 NC 2 NC 1 NC 2 NC 1 5695 76 2 2 NC NC NC NC NC NC NC 7481 4 max mhl 0 0 .01 0 0 0 3,593e-05 1 ..311001 2 NC t 2721 759 2 NC NC 749 750 751 752 753 td123A MAX 11101 MAX mh 0 0 0 0' 015 0 0 0 1 3 5936-05 1 ..3311025 1 1.091e-04 1 0 2 NC 1 : 1709.74 2. NC -1 NC 2 NC NC NC 754 755 2 MON MID 0 0 0 2 0 1 1.091e-04 1 0 2 114C 1 NC NC 756 max 0 004 1 1 091e-04 2 NC NC 757 11141 0' 0' 0 0 0 1 _6007 678 NC 758 759 760 761 61124A 762 min MAX mh max mh 0 0 0 0 0 014 0 0 2 0 0 1 '0 1 1 091e-04 1 0 1 2.139e-04 -I 2870.817 2 NC 1 1803,375 2 NC 2 2 NC NC NC NC 0 0 0 1 0 1 NC 763 764 765 2 3 766 max mh max min 0 0' 0 0 0 0 004 2 2 0 1 2 139e-04 1 0 1 2.139e-04 2 NC 1 NC 2 NC NC NC _0 0 1 0 767 4 max 0 .008 2 1 2.139e-04 1 6917312 2 NC 2 NC NC 0 RISA030 Version 15.0.2 IMA A. 1 ACalchfront kneewa9- South centem3d) Page 37 084 IIIRISA 132) Eng naming (9273 • Envelope Member Section Deflections (Continued) r.is,,9 2011 768 769 170 0 0 LC Rolam 1r LC MI L.V112^0 LC in/ 1 it Pato C Envelope AISI S100-12: ASD Cold Formed Steel Code Checks 3 M3 1i12:116.1.. 239 1,14 9320162-. 045 16:9162. .236 3162 217 0 y 2 4.6635.719 12 1.18 1410 262s112. I.412 147310).. 1,114 1,115 1595192. 162 645 192 640 277 3162 211 0 0 2 4.663 5.09 13 14 15 1.116 1.112516. 4449 .9125 In2-. 1,119 115Y%142. 277 .316 2 211 0 0 2_46636719, 277 .316 2 211 0 v 224_6636 719 16 13120 1353:3162.. 17 18 1.121 3112:1132. 1A23 7023162.. 19 20 21 25 28 29 30 31 33 34 35 36 37 38 39 40 41 44 45 46 47 M24 %.621:1112. 842 1673132- 1829 52.7S1,:2. 1,131 322 645 - 192 .645 .277 .315 2 211 0 7 466313.719 316 2 211 0_9_2 1.5634119. 277 316, 211 0 '46535714 192 .641.32. 192 645 2616162. 1,132 10211211. 9433 367:5162. 4435 3625167i. M36 161S192. 4-137 3,3313 192 643 .192 645 192 645 192 645 .192 645 1 1 192 545 ' 192 645 ,11 211 316 161 y 2 46636 719 .192 C45 15 1,441 3E25167. 0.149 "Y1251,9'- 1.150 002%152 1,151 0.152 X6216:. .3162 158 0 v 2 6636 719 M57 15133.2- i2159 1621i152.. 3.155 352518-1.. 1,160 162S192. 1.161 2620162, 1.162 4493 3525162- M64 362516:1.. 48 M65 1025169. 49 1465 ;625912. 21.92 095 1' .192 645 1 1 192 645 14 62-6 192 645 6 RISA -30 Version 156.2 (W. 1 1CalcsVronl kneesvall - South center,r3d1 Page 38 Company PMA Engineering AMCM Mineenal Envelope AM S100-12: ASD Cold Formed Steel Code Checks (Continued) 4 la PM Checked ON_ kikenbet Shape 208 2316 2 158 192_ .645 51 M68 3620162. 208 ,316 2 ,158 192 645 6 52 53 64 1,170 9971 3628162.. 352.3162. 157.5165. _.208 208 .208 .310 2316 2316 2 158 2 .158 2 158 v.2 46630719 02 4.6636.719 197 645 _J92 .645 192 .645 6, 6 55 M73 208 2316 22158 56 57 1.11040 1628062... 3523162. .277 316 099 2 ,211 v 2 4.663 6,719 0224 663 6.710 ,y22 4.663 6.719 .192 645 .6 71 3 192 .845 192 .645 6 1733. 03 3 277 318 59 61 1.11075 60108.4 3625162. .277 277 277 .316 316 31 h211 .211 2 211 0 2 4.663 6 719 .192 .645 210 2 4.6636.719 2 46636719 .192 645 .192 645 14 6 6 .6 .6 63 3 62 1,4109 63 64 MI 104 3525162.. 357.5102.. 276 316 2 .210 275 276 .316 316 2 .209 2 .210 2 4 663 6.719 v7 4 663 6 719 24.6636719 1D2 .645 .192 645 192 645 6 .6 .6 65 1,325162-. 783 2316 72215 .6 .6 72 3 67 121149 911156 3625162. .200 .208 -01663 6.719 2 4663 6.719 .192 .645 .192 .645 1 4.. 6 C3 3 C3 3 C3 3 69 70 1.11 163 1.4117 3626162. 39301177.... 208 208 2316 v 2 4.663 6319 2 4.663_6019 .192 645 .192 .645 .6 .6 C3 3 233. 71 72 71 miles 841194 1.4120* 1625162... 209 .210 316 .316 2 .159 2 160 0,2 4,663 6 719 2 4.6636.719 .192 .645 192 .645 .212 .316 2 .161 .192 .645 11.44. 6 .6 .6 .6 74 75 1.11229 2625167. 76 .213 .316 2.162 2,192 645 6 211 310 192 _645 6 C3 3 2316 192 .645 6 77 131740 3675162. .174 .316 2 .132 2J92 645 RISA -313 Version 15.0.2 IMA.A...l...1Calchfront kneewal- South center.r3d) Page 39 C PMA I Engineering ENGINEER: AMCM DATE: 5/1012017 CHECKED: PROJECT: DATE: AMC Theater South Center - P16273 PAGE: 1 SHEET:1 OF1 Design Support for Wall Mounted Speakers Determine Seismic Design Force, Fp: O,4a,SDsti}, F� — (.R .1 1 + 2 — 1,1) ;z component amplification factor, a = spectral acceleration, short period,SDs = component operating weight, Wp = component response modification factor, lip= component importance factor, 1p = height in structure of component attachment, z = average roof height of structure, h= Applied Forces: (Eq 13.3-1) Upper Bound: Lower Bound: 1.0 0.969 146 lbs 2.5 1 62 ft 78 ft Fp = 58.62 Ihs «' Controls Fp = 1.6SosIpWp = 2.26.36 lbs Fp = 0.3SosIpWp = 42.44 lips Vertical Component: Seismic Force +1- (0.2)(Sps)(Wp) = 28.29 Ihs Total Vertical Force (Service) D+ 0.7E= 165.81 lbs Horizontal Component: Seismic Force (Service) 0 7E= 41.03 lbs Check Mounted Bracket: C tbt,,(9,l r pN Diet. C 0.61‘)`‘t 611 CO Y'rn *PI" \` Eccentricity from wall: Bracket Top/Bottom Anchor Spacing: Quantity of Anchors: Moment, M: Couple force: e= 8.0 in d= 14.5 in n= 6 Wp(e)= 1168 Ib -in M/d= 80.55lbs Max Tension on Anchor 80.55 lbs + 41.03 lbs 2 6 Max Shearon Anchor. 165.81 lbs 6 1/4" DIA Lag Bolt Bolts go through multiple layers of plywood. (3) min layers of 5/8" Plywood 47.11 lbs 27.63 lbs i 085 Unity: 47.11 lbs+ 27.6 lbs = 66% 100% OK 116 108 (Tension) (Shear) #10 TEK Screws to Studs (Safety Factor of 5 to reduce from ultimate values) T/O = 83.00 lbs x8 screws = 664 lbs (.__. I_: Coin /,,,',,A- V/C1= \,',itV/O= 131.00 lbs x8 screws = 1048 lbs By inspection 4" o.cis acceptable (8 screws per side min in 2'8" plywood) (sheet 042) 5/10/2017 Connection Calculator Main Member TypeWestern Design Method 4 1Atlowabie Stress Design (ASD) • 11 Other inches) - • _ 11.25 r Connection Typei' Withdrawal loadingv 'l L Fastener Typet'ta Screw _ Lag . • 0in • !; Loading Scenario] N/A ... • _. Main Member TypeWestern Woods Main Member Thickness.- Other inches) - • _ 11.25 r Side Member Type € TPlywood (Structural 1 grade) • ,i Side Member Thickness 19/32 in °' {, • ' Washer Thickness 0in • !; Nominal Diameter 1/4 in. • ( Length 3 in • Load Duration Factor C_D= 1.0 • Wet Service Factor 1 C M = 1,0 • End Grain Factor i C eg = 1.0 • . Temperature Factorlll C t 1.0 • i Adjusted ASO Capacity int) lbs. Fastener length exceeds total connection thickucs' + The Adjusted ASD Capacity only applies to withdrawal of the fastener from the main member. It does not address head pull-through capacity of the fastener in the side member. 086 jCv V/ 1l1( ?k_s-ev1()011M-- r f.£ While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-mt. neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on- line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson. Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. htto://www.awe.orgicalculators/connectioncale.160106/ccstyle.asp?design_method=ASD&connection_type=Withdrawal+loading&fastener types=tag+Screw&I,.. 1/1 5/10/2017 Connection Calculator Design Method Allowable Stress Design (ASD) ir !, 2N!hv� /� | |[ 137�� |� Fastener Type Lag Screw • ., Loading Scenartoll Single Shear 'I ., Main Member Type Western Woods Main Mem he Thickn . Main Member: Angle of Load wGrain --------~ ' -- Other (in inches) -- 1.25 ✓ I! ownr.greom., 4,,,estoku 0 Side Member Type Side Member Thickness 19/32 Side Member: Angle of Load m�� tO Washer Thickness Nominal Diameter Length - -. v/ - 13 in. »U� Load Duration Factor ✓ 8 Wet Service Factor |Cm=1.g End Grain Factor' Temperature Factor {C t = 1.0 v� Connection Yield Modes lm | --- Is 2N!hv� /� | |[ 137�� |� Illin__ lls 108 lbs.| L [V |35 ]lb� J Adjusted ASD Capacity Illeftibs. Fastener length exceeds total connect ion thickness 087 yv1\m� "o\u��4 • Lag Screw bending yidd strength of 70000 ps is assumed. ��wp • The Adjusted u^� ) ���uc�' distance, edge distance and spacing per NDSchapter ||. �\.. While every effort has been made to insure the accuracy of the information presented. and .'' 01A - special effort has been made ]1A-upeoiu|uffhUhuxhccnmude toassure that the information reflects the o[u<u-uf-Uhc-nrt. neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on- |ioaCuunecdonCa|ou\utoraxnumco)||iubi|ityHnmimumo. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State Univetsity. Support for development of the Connection Calculatorwasprovided by Anicican \Vood Council. 60V Lgoml+Lag+Smow&owd1/1 PMA Engineering flLcz STRUCTURAL DESIGN CALCULATIONS For DOLBY CINEMA AT AMC SOUTHCENTER 16 AUDITORIUM #9 Pages 001- 058 Pages A001 -A089 Pages B001 -B009 TUKWILA, WA PERMIT JANUARY 13, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED 1'. MAY 2 6 2017 City of Tukwila BUILDIN9 ppVIefeN Auditorium Renovation Calculations Screen Frame Calculations Screen Support Calculations 6717 Shawnee Mission Parkway 1 Suite 1001 Overland Park, KS 662021 913-831-12621 Fax 9.13-831-0148 pmaengineering.com BUILDING CODE CHECKLIST DATE: 10/18/16 RECORDED BY: TDA PROJECT NAME: Dolby Cinema at AMC — South Center PROJECT NUMBER: P16273 PROJECT ADDRESS: 3600 Southcenter Mall, Tukwila, WA 98188 CODES ADMINISTRATION PHONE NUMBER: CONTACT PERSON: BUILDING CODE IN FORCE: PLANS TO UPGRADE CODE IN NEAR FUTURE: LOCAL SNOW LOAD (PER CODE OR GREATER): MINIMUM ROOF LIVE LOAD: LOCAL WIND SPEED (3 -second gust under IBC): LOCAL SEISMICITY: FROST DEPTH: OTHER SPECIAL REQUIREMENTS: Online 2015 IBC 00 Existing Structure Checklist AMC 16 Theaters at Westfield Shoppingtown Southcenter. 223-383-05, 8/2006 DATE: RECORDED BY: PROJECT NAME: PROJECT NUMBER: PROJECT ADDRESS: 10/18/2016 TDA Dolby Cinema at AMC - South Center P16273 3600 Southcenter Mall, Tukwila, WA 98188 002 Auditorium #: 9 Original Design Code: 2003 IBC Overall building height and floor elevations Grade Theater Floor Elevation Mezzanine Elevation Max Ceiling Elevation Roof Elevation Floor Structure Mezzanine Structure Mezzanine Slab Mezzanine Framing Riser construction Structure of Roof Above Deck type Supporting structure Wall Type Exterior behind Screen Interior Side Wall Back (Projector) Wall Other Notes- - -2'-6" (2/A911) 17'-0" (2/A911) - 31'-11" (2/A911) - 48'-0" (4/A421) • - Slab on Beams (1/S4.0) l'SS -1S2,s (h2''21 ULIV-0 ''kl - W21x44 @ -7'-0" o.c. spanning -41'-0" (S2.1) - NW Conc. On 1" 24 Ga Formdeck w/ 6x6-W2.1xW2.1 WWF (2/83.0) 3` /' • 5Ppp3.N( - Unknown - Unknown 22c1N'a-P'k - Uf1knew - Unknown r\XEO I3-: CoNcGerc. - \DE 4" Studs @ SHE��W 2,Li e 110 ,5— LodOrt w 2co. 16" o.c. (WT 20/A724) L71p' s-rvh$ ecc, C ktmt h) c -C SA CIK 000Ps. C,:E'› 5h @.tet k--00,) 5„ `So o° esl tore_ COP TE (fJcn E 12 /232) C !!!!!!!!!.1.11011111' I 4:: +i�si:4G 00 MUMS Design Maps Summary Report User -Specified Input Report Title Southcenter DCA Mon October 24, 2016 21:17:10 UTC Building Code Reference Document 2012/2015 International Building'Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45817°N, 122.25494°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1SGS-Provided Output SS = 1.453 g S1 = 0.542 g SMS = 1.453 g SM1 = 0.812 g SDS = 0.969 g L SDI = 0.542 g (SmiC c -Ai -f For information on how the SS and 51 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum 'horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 S 0.90 0.75 0.60 0.4-5 0.20 0.15 0.00 MCER Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) 1.10 1.00 0.90 0.90 0.70 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 0 0 �Y 0 PMA Engineering ENGINEER: AMCM DATE: 12/21/2016 CHECKED: PROJECT: AMC Theater DATE: PAGE: SHEET: 1 OF 3 New Light Gage Platforms Dead Loads: Live Loads: (Per ASCE 7-10 Table 4-1) (2) Layers 3/4" Plywood 1 1/2" 18 Gage Deck 3 5/8" Light Gage @ 16'f30" o.c. Total New Dead Load 5.0 psf 2.9 psf 2.1 psf 10.0 psf Assembly Area Fixed Seats fastened to Floor 60.0 psf Stadiums and arenas with fixed seats 60.0 psf Stairs/Exits 100.0 psf Select a Steel Deck to Span between Stud Crib Walls Platform Framing Span 30.0 in Stair Framing Span 12.0 in Select 18 GA 1 1/2" B Deck: At Span of 5'-0" (Conservative) Uniform Load Capacity: 152.0 psf > 110.0 psf Select a Top Track To Span 16" Between Vertical Studs: Platform: Stair: L = 16.0 in w = (.07ksf*2.5') = 0.175 kif «Controls w = (.11 ksf*1.0') = 0.110 klf M = (1/8)wl2 = 0.039 k -ft = 0.47 k -in (Conservatively treats as simple Span) Select 362T125-43 Track fb=M/Sy= 1.90ksi OK Select a Metal Stud To Support Platform Framing: P(max) = 0.23 kips 233.3 lbs Select 362S162-43 @ 8'-0" Height P/0 = 2570.0 lbs Ok by inspection, most studs less than 4'-0" in height **Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) 0O5 0 PMA 1 Engineering ENGINEER: AMCM DATE: 12/21/2016 CHECKED: PROJECT: AMC Theater DATE: PAGE: SHEET: 2 OF 3 New Light Gage Platforms Platform Support at Front/Rear Wall Stud Joist Trib = Span = wplatform = M = (1/8)w12 = 1.250 ft 16.0 in 87.50 plf 0.019 k -ft Select 3625162-43 M/0 = 7.34 k -in V - wplatform* Span = = 0.23 k -in 0.23 k -in 116.7 lbs (load from each side) (3) #10 TEK Screws Min V/Q = 263.0 lbs x3 screws = 789.0 lbs > 116.7 lbs . .xc»xx +SxFo 1 \ tR na rl ott 0 PMA 1 Engineering ENGINEER: AMCM CHECKED: PROJECT: AMC Theater DATE: 12/21/2016 DATE: PAGE: SHEET: 3 OF 3 New Light Gage Platforms Check Angle Supporting Deck @ Stairs Stair Treads Depth: Angle Must Span: Stair Width: 12.0 in 16.0 in 3.5 ft 1) Uniform Load = 110psf * (1') = 0.110 klf M = (118)w12 = 0.024 k -ft = 0.29 k -in Try L2x2x16 Ga Angle: (t = 0.0566in) SvertLeg = (1/6)tb2 = 0.0377 inA3 fb = M/S = 7.77 ksi «OK (Compression Side Continually Braced) 2) Point Load = 300 lbs = 0.30 kips Conservatively Place Point Load @ Center End Conditions are fixed, and pinned M = (3/16)PI = 0.075 k -ft A 0.90 k -in fb= M/S =23.85ksi _ «OK (Conservatively only considers vertical leg) ==» L2x2x16 Ga Angle Vertical Stud For Stair Support: Max P = 300.0 lbs Max L= 27.5 in (5 steps at 5.5" max) _=» 250S162-43 Studs (See Conservative RISA output) @6',P„/o=1.51k Connection B/W L2x2x16 Ga Angle and Supporting Stud Vmax = P + 1/2 * wDL * Stair Width = 317.5 lbs (2) #10 TEK Screws Min V/0 = 263.0 lbs x2 screws = 526.0 lbs > 317.5 lbs ==» (2) #10 TEK Screws 0 0 7 008 VULCRAFT A a 1s5B,BI, BA, BIA, BSV Maximum Sheet Length 42'-0 Extra charge for lengths under 6'-0 ICC ER -3415 FM Global Approved2 SECTION PROPERTIES I Interlocking side lap is not drawn to show actual detail. 30" OR 36" J Deck type Design thickness In W psf Section Properties V Ibsfft Fy ksi Ip Sp In Sn in'/ft in'/lt in4/ft in'/ft B24 0.0239 1.46 0.107 0,120 0.135 0.131 2634 60 B22 0.0295 1.78 0.155 0.186 0.183 0.192 1818 33 820 0.0358 2.14 0.201 0.234 0.222 0.247 2193 33 819 0.0418 2.49 0.246 0.277 0.260 0,289 2546 33 618 0.0474 2.82 0.289 0.318 0.295 0.327 2870 33 B16 0.0598 3.54 0.373 0.408 0.373 0.411 3578 33 ACOUSTICAL INFORMATION Deck Absorption Coefficient Noise Reduction Type 125 250 500 1000 2000 4000 Coefficient' 1.58A, 1.5BIA .11 .18 .66 1.02 0.61 0.33 0.60 Source: Riverbank Acoustical Laboratories. Test was conducted with 1.50 pct fiberglass batts and 2 inch polyisocyanurate foam insulation for the SDI. VERTICAL LOADS FOR TYPE 1.5B Type B (wide rib) deck provides excellent structural load carrying capacity per pound of steel utilized, and its nestable design eliminates the need for die -set ends. 1" or more rigid insulation is required for Type B deck. Acoustical deck (type BA, BIA) is particularly suitable in structures such as auditoriums, schools, and theatres where sound control is desirable. Acoustic perforations are located in the vertical webs where the load carrying properties are negligibly affected (less than 5%). Inert, non-organic glass fiber sound absorbing batts are placed in the rib openings to absorb up to 60% of the sound striking the deck. Batts are field installed and may require separation. No. of Spans Deck Type Max. SDI Const. Span Allowable Total (PSF) / load Causin4 Deflection of U240 or 1 inch (PSF) Span (11. -In.) ctr to ctr of supports 5-0 5-6 6-0 6-6 . _ 7-0 7-6 8-0 8-6 9-0 9-6 10-0 B24 4'-8 115/56 95/42 80/32 68/26 59/20 51/17 45/14 40/11 35/10 32/8 29/7 022 5'-7 98/81 81/61 68/47 58/37 50/30 44/24 38/20 34/17 30/14 27/12 25/10 1 020 6'-5 123/105 102/79 86/61 73/48 63/38 55/31 48/26 43/21 38/10 34/15 31/13 619 7'-1 146/129 121/07 101/75 86/59 74/47 65/30 57/31 51/26 45/22 40/19 36/16 618 7'-8 168/152' 138/114 116/88 99/69 85/55 74/45 65/37 58/31 52/25 46/22 42/19 016 8'-8 215/196 178/147 149(113 127/89 110/71 96/58 84/48 74/40 66/34 60/29 54/24 B24 5'-10 124/153 103/115 86/88 74/70 64/56 56/45 49/37 43/31 39/26 35/22 31/10 B22 6'-11 100/213 83/160 70/124 59/97 51/78 45/63 39/52 35/43 31/37 28/31 25/27 2 B20 7'-9 128/267 106/201 89/155 76/122 66(97 57/79 51/65 45/54 40/46 36/39 32/33 619 8'-5 150/320 124/240 104/185 89/146 77/116 67/95 59/78 52/65 47/55 42147 38/40 818 9'-1 169/369 140/277 118/213 101/168 87/134 76/109 67/90 59/75 53/63 48/54 43/40 B16 10'-3 213/471 176/354 149/273 127/214 110/172 95/140 84/115 74/96 66/81 60/69 54/59 B24 5'-10 154/120 128/90 108/69 82/55 79/44 69/35 61/29 54/24 48(21 43/17 39/15 B22 6'-11 124/167 103/126 87/97 74/76 64/61 56/50 49/41 43/34 39/29 35/24 31/21 3 B20 7'-9 159/209 132/187 111/121 95/95 82/76 72/62 63/51 56/43 50/3G 45/31 40/25 619 8'-5 186/250 154/188 130/145 111/114 96/91 84/74 74/61 65/51 58/43 52/37 47/31 818 9'-1 210/289 174/21/ 147/167 126/132 108/105 95/86 83/71 74159 66/50 59/42 54/30 B16 10'-3 264/369 219/277 185/214 158/168 136/135 119/109 105/90 93//5 83/63 74/54 67/46 Notes: 1. Minimum exterior bearing length required Is 1.50 inches. Minimum interior bearing length required Is 3.00 Inches. If these minimum lengths are not provided, web crippling must be checked. 2. FM Global approved numbers and spans available on pane 21. PMA AMCM AMC Theater - Metal Stud Properties 250S162-43 Stud Column (stairs) SK -1 Sept 7, 2016 at 10:18 AM Metal Stud Properaes.r3d WARNING- Detail Report Based On Less Than 10 Sections! Column: MI Shape: 250S162-4.3 Material: A570 Gr.33 Length: 6 ft I Joint: N1 J Joint: N2 LC 1: Code Check: 0.662 (bending) Report Based On 5 Sections Dy in Dz in 1 at 0 ft Vy It A 111111111 k Vz k T k -ft Mz k ft My ----------- k -ft 3.46 at 0 ft - ksi ft ksi fa..............__._---- --- ksi AISI S100-12: ASD Code Check Max Bending Check 0.662 Max Shear Check 0.000 (y) Location 0 ft Location 0 ft Equation C5.2.1.1 Max Defl Ratio U10000 R (D6.1.1) Not Used z Y -Y -z Fy 33 ksi Cm .6 .6 A eff. (Fy) .274 in"2 Pn/s1 1.511 k Lb 6 ft 6ft Aeff. (Fn) .289 in^2 Tn/D 5.711 k KUr 116.177 70.433 ly eff. .111 in^4 Mnydl .14 k -ft Sy eff. (L) .177 in^3 Mnz0t .331 k -ft L Comp Flange 6 ft Sy eff. (R) .111 in^3 Vny/t? 1,265 k Torque Length 6 ft Iz eff. .302 in"4 Vnz/R 1.554 It Sz eff. (T) .242 in^3 Cb 1 Sz eff. (B) .242 in^3 Screw Capacities ---fable Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. t= leit0 :..- ils .,„1--....„.„,,.:4,,,----,...,-,-_,:„ .k,c;; - 3 ``'>w ssa asi''- rias =T11ick es§ '�t.` `' � Y1e dE�-..?e` lle sOW c -- kai - .. :Allowable ' ,m) -i6 �reW iF '<". L. -,.p`- .k+r"' 6$31bsjP sy 4191b5) ., ?r t.:T. a , 1.27 `0:13$• d�a .0_.272. ead-Y ... .�. M4v.�.�.._Ya'L'� - t(Pss-=12781_s,Pts + 0,7$0,-272 `.. Screw S rew `y 4i: -.Head .C<Y.�T.r=-iil:v�iiT�'v: Pull Out Connection "`Z'. te t. '386t1bsj; xt, tit ,�, Pull -Over CapaciitylIbs) " ,',31,105 '` (Pss 16441bs �,, '=0.198: -...y_i� -.Shear`. L.a. .. fi.n"'ay.- k, Pte-,11b81bs xa r dja°080 -'32:x=..4=Z-. Pu_ll•Ou_t -57_z ` ) =Heid:== PuII.Over bio - :. P.ss-2330ibs;P,ts�3325,Ibs l -, y �1; {.> ==0216Ia'a •'.: -.: Shear 17Scr -,. .<,:.. aa'4Hcad Pull -Out ;WE•T x'S ,� ) _ ..t PulI-Over E}- Pss , (, c.;c5:. ;0.250"'.dla'0, , 1. `Shear al Screw �S • Pts 09 Pull -Out { ^�c.�"� a. ;'32�t�ds] =wead Pull -Over - t ; Shear. Pull•Out PulhOver. Shear 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 • 127 • • 89 •-•':. 43 • ',IV: ` ' 96 ' 50 ' 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0348 33 45 ' 151 81 140 • • '164 " "`72'.` ' '195 -• 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 24494 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 ' 100 140 344. • '.:118.;'', ,:195 •• 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 '214 140 ' 140 ' 426 • i ..-1b5 - ' 1.'i99 ' 548 • -'246 ' 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 '54 0.0566 50 65 214 .140 140 426 •• '171.' -'`'195'''' .534 198 386 569 225 625 613 261 752 68 0.0713 50 85 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 . 65 214 140 • 140 426 .'195 • 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld, 7. For flare groove welds, the effective throat of weld is conservatively assumed to be Tess than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Weld capacity for material thickness greater than 0.10'requires engineering judgment to determine /eg of welds, WI and W2. ..,-,_.as‘..,_ . Allowable e Fs Wld `z' -,13 Capacityalbs1 in)- mss$hC ¢dd(nai';':-.) - ( =,,,_. : l ��2 ta Lhgutltniem�i a roQ a'^�'h•'r- ' Tye ^rn''ves �{s 4h 7 = its _ ,, 43 54 68 97 0.0451 0.0566 0.0713 0.1017 33 33 33 33 .. 45 145 45 ".':45 .' _. . " . ' ' 499 826 789 1125 ` 864 1084 1365 ' 1269 544 682 859 -' 663 832 1048 -' 1 54 68 97 0.0566 0.0713 0.1017 5065 50 50 -5, .' ;65 65 ' ` 905 1140. 1269 1566 1972 1269 985 1241 -' 1202 1514 -' Weld capacity for material thickness greater than 0.10'requires engineering judgment to determine /eg of welds, WI and W2. 0_ PMA Engineering ENGINEER: AMCM DATE: 12/30/2016 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 1 011 Investigating Effects of New Platform Framing on Existing Structure New Crib Wall Framing Located @ Max New Crib Wall Spacing at Max Existing Floor Slab Total Depth 30.0 in 16.0 in 3.00 in <assumed min Effective width for Point Load = 16t = 48.0 in 16.0 in Therefore: Consider Crib Walls as a line Load Existing Mezz Slabs Total Depth 3.00 in <assumed min Effective width for Point Load = 16t = 48.0 in Therefore: Consider Crib Walls as a line Load Max Spacing of Crib Wall 30.0 in Effective Width of Supporting Structure 48.0 in Therefore: Consider Effect of Total System a Uniform Load on existing Slabs 16.0 in +II. LINA F 1 .0 CO. CSVONFRM 4N or 8a" Ctiver For:32' 4 66" Craver 012 Total S ab - Depth 1 [ROi s Lt MAXIMUM CONSTRUCTION CLEAR $PANS (S D;1. CipTERIA) Trois' • Slab I]d11h.- WEIGHT Mdlt psF 3'.', Of3�'r 0410,) 1.0028 1.0024 1.0022 1.002 1,0026 1.0024 1.0022 1.00 0 .. 4 03.00) 31 31 31 32 20 22.. 24 24 24 25 6- 1 6-10 3.2' 4- 2 5-0 6, 7. 3-'10 '7-3: 5 1.0026' 61 $.6 .0024 61 4,5 `1 0) 140022 32 1:0020 G'2 6-2 2.10 3-8 4-5 5-,0 33 33 33 34 3.5 4-6 6.6 8.1 4= 5-11 71 7-7 �� a•4 4-'4 4-E 36 4 4 5.- 9 5+ 11 38 5 3 6-10 0=11 98' ti -7i 7.-3.. 7-3 42 3-2 4-3 4.3 42 4-2 5-7 5.7 43 5.0 6, 7 43 5.8. 7-0 T- 0. 7.0 47 3-1; 4.1 4-2 47 4.0 5.5 O5-5 6 A7 4 8-9 REINFORCED CONCRETE SLAB ALLOWABLE LOADS Slab ih 9.023, 0.042 6;0 0.028' 0.042 Stl+aiim:osed rdfor Load mom Eignatumullimmall 111111m4 11111.111 3 1, 4.00 00{W2 ikW0i' 8X6-W2.9XW2.9 4X4 8XW20..; 3X0-YV2.1XW2:1 8X6-W2.0X 2.9 4X4-W2.8XW2.9 ... 6X8•W,2.1XW2.1 6X6 w2.9Xw2. 4X4- .9XW2 9 8X5-W2.9XW2.9 4X4-W2,9XW2;9 4X4 -W4 0 4.0 0.042 0.058 0,0:7 0.042 0.068 87 0.058 0.08'7' 0.120 95 140 189 128 190 257 239 926 400 288 394 400 338 400 400. 400 400 400' 8X0W2;9XW2.0 0,0556" 4.00 4X4 -W2 9xW2.9 0.087 40p 4X4-W4.0XW4.0 ....0.120: 400 109 161 210 248 333 40 288 394 400 400 400 4+0 400 400 400 108 139 04 139 189 178 239 35 212 289 400 390 400 400 400 400 x000 82 121 135 153 208 305 186 • 252 37 Ntil ES: 1 As does hot the& A C.I.criterlon for to51p'aralura 800 shrfnkage, 2 Necoimnended conform types are basad upon_ S p I criteria end not naf WelghtC0n0reta, 3 Superiruposed loads are based upon three seep condivans and t,C.l. mp0lent epefficfenic 4 Load valUea for single span and deobie Spens are to be reduced: 5 Vuforaits painted orgalvanfzed farm deck On be censideree as pethianentaup'pofl In moat bulltilhg rapplICatlons; 850 page 2a. 11 uhogeted form deck Is uded, deduct the Weight 0f !Nista!, from the ailowabis eupoririiposod unOorin Io90s. 6, Supiarimposed load values shown in bold type require !het mesh be draped. See page 23, 3 .ao E6, eon 183 269 182 222 145 212 12 175 216 296 400 339 400 460 383 400 400 298 400 0o 937 400 400 238 348 40 86 117 172 153 285 208 180 241 394 108 142 20 148 139 292 230 338 400 280 304 400 125 188 248 193 284 219 322 400 1 013 55xio2J" 1 I _ ,J Atk,,XivilhaX iinnazawnommi,„ : 11. 11 , 1111 pwo-eb.RitTo 135511591.1455: ate:=�a�g'�9�ra3�r- : •..�� PIZVW.M111111MIEVid PEratiMairratelk !Mk MINEELIMMEIROAINStk -Nu 1''UG AF7.711A;Igj�!�111L�1!.11 rriY1�4c�t�x_ i1,:Ypa 111 WA Mil 3111k. Niaiiimmrotri-Avg=slotota b, • -- a PMAEngineering Engineer AWN\ Checked Date Project Date 12120)JC0 X)XT\'\ 1:',.E131.."Cit_.. - PIS 21 Page Sheet 014 of CAT cji ro N.\yj rs, v., <iJEW {SSS'} 1!1 .i k l3E MS - tx LkE - 317 f' \\S( \b � rw R - b PS L- �- Leal PsC- t.E y, IS`C 1\SAS( I2olos� • W _ \z( (23.' a,l(n()pl- Mnrit\x L,392 /1;3= 21-M)(.)2u 83o`t Za`, WKn x26o N\`J- \\O"‘ U✓ WISE 4(o M(,Ji.` (9c0"' , w tyx 22 PALL --=air ! 4k -S "C le kn:, G -Me 2 t? K hA .SPAJM J , ^ 3y'C.a'. �l'l< ?Le 1,1 t res t'Ecz(oA) LGA \2o(7s', W(.0")" 12, P1.2_ - t2o��r (^1'� (1121(1Co'C0"�= Co9 SoQb 1,0 "z; 3' O, `i C7 S� A~r1h h ra itM r?- ojtP T. C,11'or '/V'& 34 t tJ LIO 0 CoW to /po % f=:- Q k--) Lt_ M\s< X tie O i a yoUgl�- ��e� GVVVPtx_ CV- A\��` FIFAMBOY VZ2 REPORT Avpxp,O. Girder Beabi EEAiv) FIROPERfiL$ 1300n) Ligth=34 ft, Moment Ot FIatidty 29000000 psi thstane Frboi Nutri Ads lo Furthest F,be 14.0 In. LOAD CONFIGURATION PointLoads 'POO it%, g-7-10. ft, 69$0 DistrIbpteitl LoOciP $tOtt.04()0 11)./ft., ).;••••0 ft.: End i,240,0 bJfL,x:= 4.$ft. Inip.10-skIppOrt; •140g ff„.-Rpqption-434001§, C• - iMIMOM VALUES Mpxiitio(Ii• 000 dipty101-.000-0000tobAdjx,,i-e,$_fti. IVIOxiniUnt Bending :or -00- !1;:5:'141,*:,*1:.ti''4 fi. 114640i0it! .r)efrooc),,r ,,, ,:o.0.70:in-, A(017:4$ It; MOiolto .i;:.pe #'9!.450 degrees at k•-73-4..5 ft,. 1 2/36/016 015 PMA I Engineering ENGINEER: AMCM DATE: 12/30/2016 CHECKED: DATE: PROJECT: AMC Theater South Center- P16273 PAGE: 1 SHEET: 1 OF Existing Structure Analysis of Projection Booth New Loading: LL = 2 Laser Projectors = 3 Audio Racks = 2 Laser Racks = 50 psf Total Equipment DL = Total Equipment Area = IBC - Table 1607.1 Weight Area 350 lbs each 11.25 sf each 200 lbs each 5.25 sf each <Assumed 670 lbs each 7.5 sf each 2640 lbs 53.25 sf Equipment DL = 50 psf Equipment DL and LL cannot occupy the same space Therefore by. inspection Existing Mezzanine okay to support new equipment Mezz was designed for min 50psf LL 016 1 PMA Engineering ENGINEER: AMCM DATE: 1/2/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 2 OF 2 Design Seismic Design Force Component Being Analyzed: Laser/Audio Rack Determine Seismic Design Force, Fp: 0.4apSDSPtipz Pa - tip( '7 + 2—) Iti 1a ./ Fp. (Eq 13.3-1) component amplification factor, a,, = 1.0 spectral acceleration, short period,SDs = 0.969 component operating weight, WP = 670 lbs component response modification factor, Rp = 2.5 component importance factor, 1p = 1 height in structure of component attachment, z= 47.00 ft average roof height of structure, h= 78.00 ft 1 d= 2.17 ft Force At EA Corner: Fp(ULT) = 229.06 lbs « Controls Upper Bound: Fp = 1.6SDsIPWP = 1038.8 lbs Lower Bound: Fp = 0.3SDsIPWp = 194.8 lbs Force with 2.5 Overstrength Factor: F(uLr)= 572.65 lbs h= 7.25 ft Oerturning Moment: M=Fp(1/2)h = 2076 lb -ft VuLT= Fp/4 = 143.16 Ihs TuLT = 1/2 Net Up = 328.31 lbs Couple Force: T/C = M/d = 958.12 lbs Resisting Wt: c1:1(1/2)Wt = 301.50 lbs tp = 0.9 Net Uplift Per Side: Try Hilti KWIK HUS EZ 3/8" DIA w/ 1 5/8" Embed @ EA Corner Concrete Deck: tV = 456 lbs (fT = 187 lbs 656.62 lbs Anchors per Corner: 2 *n Anchors *n Anchors 912 lbs 374 lbs Unity: 143.2 Ibs + 328.3 lbs _ 1.033II79 >1 NG 912 lbs 374 lbs F3R D c») 0_0 <.t-e.VA'Tp-rOI•J5 to t S` ,tax) / t10t fi 'sctSMfF toed 017 1 PMA Engineering ENGINEER: AMCM DATE: 1/6/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 1 New Transformer on Existing Structure Analysis Existing Structure DL = Structure LL = Transformer weight = Transformer length = Transformer width = Transformer area = 100 psf 50 psf 920 lbs 3.33 1.275 4.25 sf Extra DL = 217 psf «Very Conservative <Per code Conservatively, assume load @ center of W21x44 (center of beam- worst case) wI _ w2 = Tributary width = w, _ w2 = Length of Beam/joist = V= M= - Beam Capacity: 150 psf 217 psf 7ft 1050 plf 722 pif 40 ft 21 kips 219 k -ft (conservatively places all transformer Toad on one beam/joist) (assumes beam/joist simply supported) V = 145 kips OKAY M= 238 k -ft OKAY Existing beams OKAY with new transformer and housekeeping pad loading 018 PMA1Engineering ENGINEER: AMCM DATE: 1/6/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 1 Design Seismic Design Force Component Being Analyzed: Transformer Determine Seismic Design Force, Fp: Fp Fp = 4.4arSpsWp Rp. (1+2f1) • , component amplification factor, ap = spectral acceleration, short period,Sos = (Eq 13.3-1) 1.0 0.969 component operating weight, Wp = 920 lbs component response modification factor, R = 2.5 component importance factor, Ip = 1 height in structure of component attachment, z = 47 ft average roof height of structure, h = 78 ft i d= 1.67 ft Force At EA Corner: FPlu.n = 314.53 lbs « Controls Upper Bound: Fp = 1.6SpslpWp = 1426.4 lbs Lower Bound: Fp = 0.3SpsIPWp = 267.4 lbs Force with 2.5 Overstrength Factor: F(ULT1= 786.33 lbs h = Oerturning Moment: 3.83 ft M=Fp(1/2)h = 1507.1 Ib -ft VuLT= Fp/4 = 196.58 lbs TuLT = 1/2 Net Up = 245.32 Ibis Couple Force: T/C = M/d = 904.64 lbs Resisting Wt: 4(1/2)Wt = 414.00 lbs cj3 = 0.9 Net Uplift Per Side: 490.64 lbs Anchors per corner: 2 Try Hilti KWIK HUS EZ 3/8" DIA w/ 1 5/8" Embed @ EA Corner 4" Concrete Housekeeping Pad: c$3V = 456 lbs cjT = 187 lbs Unity: 196.6 Ibs + 245.3 lbs 912 lbs 374 lbs *n Anchors *n Anchors 912 lbs 374 lbs 0.871491 <1.0 Okay 010 H v01 rid ] IMO MR§g ER 4AU11037 OI4RlISENN 1.13.1 31 3569114051 .166 374.9111151 131-162 3452112021 1 31-1 65 303 5 112 371 1.45117 31021t2641 61St/ 4931111551 163311 ]3151931) 1.95326 240.619.421 163311 240 011E131 11 )69 333 9 111 521 339-361 5 563 114 621 •63769 412.1111231 ...l110a5] APPROXIMATE .61NING Of �4000EIBEOpl01�5T 141391 493]4131] 020 LASER 116tH GENERAL NOTES 1. POWER REI3UI31E0EIIT5: 51144E 331ASE2660240 VAC 1S NIP BREAKER ] TIT ANGLE. 6EE11AO3E 3 %%VONT 157X453461e51N1R1WTLE115 1 NO. 6XNAUSTEG VAT ]225.7010 EXTRA5155220U250( 5. FLECTII CAL POWER 114x 156434 0 OPTICAL 00409 7202 000W 1E000004I5.6E1314001.11.EI CHh/572E - TRT MOLE TABLE 1 WIOS[APE all Yle3 ' 234.4. / 11 350 0,1' /NI ONO 1.1.363 14 El 020.000767-07JAA 5400119.691340,311351 SPACINOATBEM 270.410.1f 3011310166 ROUTING 9'N.4{35411 N9fIVU3.I SP ACM 309316tH 1301111.0 27/1110941 01536[9.94] 10112]40961 EEEMs. POR E•RER 3UNIXE.vo73ER. A3.O4L!lNUn1CATIG:6 27956166'31 6 T01103133 310.05116:r01'103'::1111 99991 RFA' COOHPELbvEA6LE iOR AR fLO3s OHM 1.113106 A OP11Ui4ENUL1 SND1tN 9c{5s1 1n�0IITIIWA Wil P07•LTREW1R[11C2N5 NN4R0.044 ER MULES ' S140ECTFF.JL9 REW� OAIOHE'•I '1'471M61 3 1 CF'4041NOTES ALL PANELS TAENU11RENNIVE0 MUST BE STORED BY 6101.13 TUFAi.751FlPHPA 29'11RPSDNP0tr3111'IM'T34TM USIOvtHSUPPln:OAPPHWNTa ILLY NMkU CRICul1 3 /PONT OF NADI IS OPERATOR NI/ERiACE 49TOM 3E11030SLERTLV]Si RE NO 110,1E — UE BSMAL]AN0.0 E. 0,615 THE i AL 1010TH 1313.4310 13/1111. BETWEEN ALL 3111E33.13114COMPONENTS SWOON Nm ExER1O1 CONTROL LMTOP EALN RO ZE POI. ER 3110,111,1=144164,66101E PHASE. IDA CLOT !ONE 1 I'E{ 020-000761-01?A cO.1OGvvAl.d1 OPSIJAI' Fim:ll P61.V1+061ALLE0 1 !Zt5;8cr51Wc11r.G+:mw"7° �CVSIOVE0. xU51 PRPAOEI CN1 BEn14'.7.In-MPC6iE1 FDP 0010241401TwvI0ID7No051 0,0101 CO+'.IGW./ ICM. NI S KG 0000151 cafflcvNAraxz 0270 RD LHaltxE*40 LNOFNUVS7NAR RCOVCT F211LLIST 11 C014I0V01/01011J PTM HOFRa11VLENV1l AE1/OVEO VnIH FREE AW FLOW KAT 1.0121/21CD TO 4LE 7007:000 iPOV 0.0D51 EI1v:Nd111E111 PO.'l cRSLNFLT LD^ VWSroEF)IOI2. tVCTCN+nov00 +Ca.iIGUMTidI 3.OrtAKE PN FROI.OED FADN POOV E+m POHl1E++i \4111171 Co410Glhu11011 Y 361 "e KG 1570 WS) NA ONAKE PAO:5DE0 T0.DU RODM ENVNO'.IENT PFWI0 SUFal 07ROIOIOE 0V , FADFW nTEAg3FL01'l15 SUPFJEO LAO.•I THE RDaI FNVOOPLEIrt S7ACF. UEr1.:N IHE NncK IS NkClnOtU FOi 70.0707 Ezl�wrsi Ul H11S CONtICUPAl1011 Nil OLVPFCVA,12105 NIOHFAI r 002 LASVEli 11 00V11E5 AW FLOW ICFLO ftE`I i0f1 Hui LO.LOIKL'A 5 SW 05 6 SED 710 510 6.65 210 855 10 1120 050 1210 1045 • t3 I Ilio + 1140 OENEML IIOTFS. 1 wC011,:IGam Kk0U4t1VEII151nJSI SAIISFT IFVPEPATVPE 1DC150FI-15C111FIVM tt�3JH-60%IFAX IMLEF1Wa-FTrXLI°,,Itt SEAEEVEL 5111 TXF WANT,OT+IHROJGH THERKKALVI/TS FL0.Y5 f0.ry,A F140:R fO BACK _ (0040001,051R725414INU01 041ETER.ATTKr0h1115 ?,og1rt5a0Nnr�0ouDDElASEANODU _ 1a 1051 030.000700-07]pA 021 315104.70] 1F Y0[A CKITSfROV TOP GF IASEA R4CK TOUT LE1501 14;1011 0114102122,2 146.102141-. 146-1011044A GpIE0.+1 NOTES: 1. JBCLMI6ENGRMNS OF FIBER 6114OLE153014.!2 te`,SP .71d5TBEbXTI�LE gN00!.MI EPU0ANATEM OF PROJECTOR HE01S 101D :OFR 1,0IAGEUE14110 HE WSWILE081 COS/061&1 R E 800 00007E7.O]]AA Figure 10: Enclosure 21K 08 022 Electrical Data Product Specifications Including Catalog Numbers r-OfaAVRIRRAg 8 .7L• 8 6 6 8 f•*- .ta 4a. 4,4 8 8 8 8 8 A 8 8 A 4 Z.• 2 VE IlliJ?‘ af! 5 Lj ;7,7! TAPS 5-2.6% 2 FCAN, 2 FCBN L:2, Ft 08 Moonra`ieal Anchoring SYetumo 3.3.6 KWIK HUS -EZ (KH -EZ) Carbon Steel Screw Anchor 3.3.6.1 product dvscn lion 3.3.6_2 Material specifications—__..___._ 3.3_6.3_ Technipl dote ___ _,_,_ 3.3.6.4 Installation Instructions Orderinginformatlan_.__`_,_— Listings/Approvals ICC -ES (International Code Council) ESR -3027 Cracked and Untracked Concrete ESR -3056 Grout -filled concrete masonry-.,,,,.,, Oily of Los Angeles Researchpgrt No _25897......_ ... _ .._.. 1La, nes Independent code evaluation IBC10/IRC°2015 IBCA'/IRCe2012 IBCIRC'2009 IIBC" �,. / IRC; -2006 /IRC62003 290 HIIII. Ino 1143) 1.050.074.0000 3.3.6.1 Product description Hilti KWIK HUS -EZ (KH -EZ( anchors are comprised of a body with hex washer head. The anchor Is manufactured from carbon steel and Is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating In accordance with DIN EN ISO 4042. The KWIK HUS -EZ (KH - EZ) system Is available in a variety of lengths with diameters of 1/4-, 3/8-, 1/2.. 5/8- and 3/4 -In. -The hex head is larger than the diameter of the anchor and Is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed In a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and Interlock with the base material during installation. Applicable base matelots Include normal -weight concrete. structural lightweight concrete, lightweight concrete over metal deck, and grout -flied Concrete masonry. Guide specifications Screw anchors shall be KWIK HUS -EZ as supplied by Hilt). Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchor head shall display name of manufacturer. product name, diameter and length. Anchors shall be installed using a drill bit of same nominal diameter as anchor. .uehllt,com 1 on eedeloI 1.000.070-50101 HMI IC:rnedal Com.1-000-) Product features • Suitable for seismic and nonseismic loads. • Quick and easy to Install. • Length and diameter Identification clearly stamped on head facilitates quality control and inspection after Installation. Through fixture installation Improves productivity and accurate installation. Thread design enables quality setting and exceptional load values In wide variety of base material strengths. Anchor is fully removable Anchor size Is same as drill bit size. Suitable for reduced edge distances and spacing. 3.3.6.2 Material specifications Hiiti KWIK HUS -EZ anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.6.3 Technical data 3.3.6.3.1 AOI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR -3027 and the equations within ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Method, refer to section 3.1.8. Data tables from ESR -3027 are not contained In this section, but can be found on www.icc- es.org or at www,us.hllti,com. .4030 1 www.111to.ev 1 Maher Fastening Teehrc,l oidia 2010 MCchanIcal Anchoring Systems KWIK HUS -EZ (KH -EZ) Carbon Steel Screw Anchor 3.3.6 Table 1 - KWIK HUS -EZ specifications' Setting information ..-Symbol Nominal bit diameter Nominal anchor diameter i_ Units I— 1/3_-_, 3/8 1/2-.-.--„-__--^5,2 dI 1/4 3/8 1/Z 5/8 3/4�_,.., 3/4 Minimum nominal embedment I K,n In. 1 1-5/8 1 2-1,2 1-5/8 j 2-1,2 3-1/41 2-1/4 1.86 1 2.50 1.5D 2.3/4 i 3-1/2 2-5/8 1/2 1 3 1 4.1/4 3.1/1 1 5 ------I_._.__ 2.10 3.22 2.39 , 3.88 3.38 4.5/8 3-5/8 t 5-3/8 5/9 3/4 4 _.._....__. 2.92 4-4/8 7/8 6-1/4 ___.. 4.84 6-5/8 Minimum effectiveh,r embedment Minimum hole depth Minimum fixture hole diameter { n. 11.18 1.92 1.11 h, i In_ 2 2-7/8 1.748 d. In. 3/8 Anchor Length • h + t f - See ordering infer a lon Installation torque concrete 110-15 18 . 19 r,- :i 8`1911 � (24) (26) 40 45 (54) (61) 85 115 (115) (155) Maximum Impact wrench torque rating concrete, Inslal10tion torque masonry I tt-Ib 114 1 137 : 114 "•`^•�Nm) (15411_085) . (154) 450 137 (6081 (185). 22 (301 450 (606) , 34 (461 450 (608) 38 (521 1 450 (608) ft -15 21 . (Nm) (281 1 70 (95) Maximum Impact wrench torque rating masonry-' Wrench size 1 10-15 114 114 1 332 332 --,_-1 (Nm) ; (155) (155) 1 (450) (4501 ..--.____...............-..--'—'-----.__.__._...._.___...—....._._.._...._._.._...._._........ r 7/18 - 9/15 3/4 332 I 332 (450) 1in(450) 15/16 r 1.1/8 1 Tr. la the maximum Inatollaton torque that may oo Method met a toMua wrench. Seo,00e of variability m mea urernent proced:ree. the pubtehed torque of on Impact tool may not 000010(0 progeny v4lh the above setting turqucd. Over tonguing can damage oho anchor and br.oduce Ito ho0mg capacity. 3 For more Intonation on KIM( HUS -EZ Instaltee In masonry. ace ESR -30.56 and nacho, 3.3.6.3.3. Figure 1 - KWIK HUS -EZ specifications HIM. 0.1U511.100.019.0000 1 w,vw.uohut.eom I vn Tpyhb11.406079.5000 1 HMI icann0N CO, t.000.503.4.155 1 www.hiltl.ce 1 Ancner nemenme Tecnemil Chndu 2013 2435 M 0 0 1_1:9 N0 th 0 0 0 8 1 a 5 8 5 28 /8; W z a I. g w Z Nog t 0 tri utpoinD .Yii N( fi4 I -k ..--k-§7.9.0 RG-0:`,..;M, N N V 0th Yti§7 , 9. s lii It v 024 '40 a9 k 4 it 4'404;74 . a Sffir'fY i I gc gg SM g t 1'6wWYr9r q� ti"61!V-04,11M • 25'' 9 4.: f{gypp C � z. � 5� � � R K c 4 a C>C�3ejd� f n,?f 4 l�'�C�p ���^Hl7f.rlC. .- n n Q. I:. � Lrt3 k1 t %red rl t F a �i.='�tit�a�. 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'.."alt:gnitg5HeiMMP IIIIIW 7.4.,7:-Imsrao il4 11 n P • i 71.11-Fi;g4W9 ;..- q177".M5E!!!!IIIL nvo. d...•, mA447,--.• r3bi "3 Nk 11(0w, 1 .?'4-rirP) aga"/agjak 05U4NP vi • 61) i .8P,VP.dg • . ,W441,11 , - , t .. 1 gl , = 1 g ; gvtg2rn nIcAnR gr4,-,1 5.alvi Aailli5! •,-15,gd'ct`.2 --- il4 11 n P q177".M5E!!!!IIIL nvo. nigl.lims B g- p 911111r-!'!'1'÷H1— g glaW.C4aglOgfIgIggffg nobowitiPin.MIPP wow.(4.3.0m Vightm* .... 2 2 Q PMA 1 Engineering ENGINEER: AMCM DATE: 1/2/2017 CHECKED: DATE: PROJECT: AMC Theater South Center- P16273 SHEET:1 OF3 Design Seismic Restraint for New Platform Section (ASCE 7-10) Determine Seismic Design Force, Fp: 0.4a Szul t F� — ft) ) 2hi (Eg 13.3-1) 1� component amplification factor, ap = 1.0 spectral acceleration, short period,SDS = 0.969 component operating weight, Wp = 10 psf component response modification factor, R = 2.5 component importance factor, Ip = 1.5 height in structure of component attachment, z = 47.0 ft Mezz elev average roof height of structure, h = 78.0 ft Roof Upper Bound: Lower Bound: Fp= 5.13 psf « Controls Fp = 1.6SDSIpwp = 23.26 psf Fp = 0.3SDSIpWp = 4.36 psf Area of Platform Trib to each bearing Stud: 26 fth2 Min Lateral Force per ASCE 7-10 Table 4-1 Fp = 133 33 lbs (Ultimate) Fp = 93.33 lbs (Service) Fpraner - 24 00 plf x 4.0 ft 96.00 lbs (Service) 153.60 lbs (Ultimate) Fperpendtcular - 10.00 pif x 4.0 ft 40.00 lbs (Service) 64.00 lbs (Ultimate) F = 96.00 lbs (Service) 153.60 Ibs (Ultimate) 028 ENGINEER: AMCM DATE: 1/2/2017 0, -- PMA 1 Engineering 0 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 SHEET: 2 OF 3 J Design Seismic Restraint for New Platform Section (ASCE 7-10) Check Studs Check 362S162-43 Connections Weak Axis of Horz Stud To Transfer Load to Bracing Stud Perpendicular to Stud Support Walls: L (length between braces)= 4 ft WLL-ASD = 10.00 plf WSeis Aso = 23.33 plf MAso = (1 /8)wL2 = 46.67 lb -ft conservatively check top flange only: STep Fianga = (1/6)bh2 = 0.0198 in"3 Vert Stud to Bracing Stud Connection @ Each End: #10 TEK Screws V/0 = 263 lbs Min: (4) #10 TEK Screws V/0 = 1052 lbs Vert Stud to Track Transfer: See other Calcs 1b = 28.21 ksi Fb = 0.6f5 = 19.80 ksi See RISA Output for more accurate analysis 96.00 Ibs OK Track to Existing Structure: Assume Floor is It wt concrete over deck 3000 psi 1/4"DIA Hilti KWIK HUS - EZ Steel Screw w/ 1 5/8" embed = 501.0 lbs 153.60 Ibs OK "Conservatively use value for assumed lightweight concrete for all applications 029 PMA 11 Engineering ENGINEER: AMCM DATE: 1/2/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 SHEET: 3 OF 3 Design Seismic Restraint for New Platform Section (ASCE 7-10) Bracing Stud Parallel to Stud Support Walls: Connections Provide Bracing every #10 TEK Screw Deck Transfer to Edge Stud: 4 ft V/fl= 2631bs #10 TEK Screw @ 8 in ac. V/O = 15781bs Edge Stud Transfer to Vert Stud: (n) #10 TEK Screws 3 VIO = 789 lbs Stud Transfer to Bracing Stud (Top/Bottom) (n) #10 TEK Screws 3 V/11 = 789 lbs Stud to Track (n) #10 TEK Screws 2 V/O = 526 lbs Track to Existing Structure: 1/4"DIA Hilti KWIK HUS - EZ Steel Screw w/ 1 5/8" embed Seismic Loading Fp = 5.13 psf FpsERVICE= 96.00 lbs __» 6 Screws 96.00 Ibs OK 96.00 lbs OK >= 96.00 lbs OK >= 96.00 lbs OK Assume Floor is It wt concrete over deck 3000 psi V/rl = 501.0 lbs >_ 153.GOlbs OK "Conservatively use value for assumed lightweight concrete for all applications BY INSPECTION THIS INCREASES THE DEMAND ON THE EXISTING STRUCTURE BY LESS THAN 10% PER IEBC 807.5, THE EXISTING MAIN SEISMIC SYSTEM IS OKAY 030 WARNING Detail Report Based On Less Than 10 Section 031 Jan 2, 2017 at 8:36 AM Metal Stud Propertles.r3d C a a` v co m v 0 a U Weak Axis of Stud Q a 2 U 2 .144at2ft Dz 7-'........\ ..........._-...._........------ in Myk ft 111E ii 4 n;',itipw yr,t3^ -.187at2ft -19.22 at 2 ft J AISI S100-12: ASD Code Check Max Bending Check 0.999 Max Shear Check 0.120 (z) Location 2 ft Location 0 ft Equation 03.3.1.1 Max Defl Ratio L/334 R (D6.1.1) Not Used Y -Y z -z Fy 33 ksi Cm .85 .6 A eff. (Fy) .283 in^2 Pn/51 3.641 k Lb 4 ft 4 ft A eff. (Fn) .3 in^2 TWO 6.719 k KL/r 78.538 33.216 ly eff. .118 in^4 Mnytz .187 k -ft Sy eff. (L) .2 in^3 Mnz61 .645 k -ft L Comp Flange 4 ft Sy eff. (R) .114 in^3 Vny/fa 1.739 k L -torque 4 ft lz eff. .71 in^4 Vnzltt 1.554 k Sz eff. (T) .392 in^3 Cb 1 Sz eff. (3) .392 in'3 .187 at 4 ft Vzl -.187atOft —t T Y > y 2 9.493 91211 fc ksi Beam: M2 Shape: 3625162.43 Material: A570 Gr.33 Length: 4 ft I Joint: N3 Y Q F Y 031 Jan 2, 2017 at 8:36 AM Metal Stud Propertles.r3d C a a` v co m v 0 a U Weak Axis of Stud Q a 2 U 2 1 Q. PMA 1 Engineering ENGINEER: AMCM Q DATE: 112/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 3 1 Design Rah Wall at Front of Each Seat .4 2.167 ft 3.42 R2 1.25 ft P= a) 200 lbs b) 50 plf x 48 in = Moment in Light Gage Member M = 0.43 k -ft 5.2 k -in ft 362S162-43 Stud capacity, MR = 7.34 k -in OKAY Check Connection at Top/Bottom R1= 0.547 kips R2 = 0.347 kips Connection to Bracing Member R1= 547 lbs (4) #10 TEK screws = 1052 lbs OKAY 200 lbs 0 3 A- c sco-ve movNGI, kwctek-ku. 3,1 C.R. c).) rovA g1tki4M CAK **Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) cyr rIe4 rp kk,i ,v -t_ LOA 1:35 Nc LkitGIC.K. .CA34.13 s9A1-1 it" Ok(_ 1 PMA 1 Engineering Q ENGINEER: AMCM DATE: 1/2/2017 CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 2 OF 3 Rail Wall Connection Check AISI Manual C3.1.1 Mn = Se*Fy = Fybt2/10 Se = bt2/10 Fy = 33 ksi S2 = 1.67 350T125-33 Track (33 mil for easier field bending to achieve architectural radius) t = 0.0346 in Effective width of Track Flange, b = (stud flange) + 16t = Assume force applied to track 0.05" above floor line half of load distributes to each flange M = (0.5F)* 0.05 = 0.025F M„/SZ = Fybt2/(10"1.67) 0.025F = 0.0052 2.18 in Fin„ = 206.2 lbs If only one stud takes Toad Studs are Spaced at 16" o.c. Max By Inspection 200 lb concentrated load will split between 2 studs (min) Fmax = 412.3 lbs > 346.7 lbs Track OK Note: 2001b concentrated force Controls Over Seismic Load 033 1 Q CHECKED: DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 3 OF 3 PMA1Engineering ENGINEER: AMCM DATE: 1/2/2017 1 Rail Wall Connection Check, Cont'd Check Connection of Track to Existing Platform R2 = 346.72 lbs Check Hilti X -U Fasteners in concrete, need 1" embedment (Conservatively use values for 2000psi concrete) V/SQ = 190 lbs <Controls 33 MH track (controls over stud) V/Q = 445 lbs Force Distributes to (2) Fasteners: 1) Required Capacity = 346.72 = 173 Ibs OKAY 2.00 2) 362T150-33 Track must span between fasteners, 12" o.c M = PL/4 = 87 Ib -ft 1.040 k -in from SSMA: track capacity = 3.27 k -in OKAY Check track span 48" Between Braced Stds at top of wall (Strong Axis) M = PL/4 = 0.20 k -ft 2.4 k -in Check bracing member capacity P = R1 = 546.72 lbs vertical slope = 1 ft span = 5 ft Fx = 546.72 lbs Fy 109 lbs Member axial force = 558 lbs (2 studs at 2'-6") Axial capacity of 362S162-43 @ 8'-0" unbraced = By inspection, stud OKAY for 558 lbs @ OKAY 2570 lbs 5'-0" unbraced 034 3.2.3 X -U Universal Knurled Shank Fasteners Liskings/Approvals ICC -ES (International Code Council) ESR -2269 COLA (City of Los Angeles) RR 25675 3 2 31 Product Description The Hai MU universal alluded shank fastener is designed as a high petommnce solution to slmp*ly powder. actuated lasfener selection. The 0.0 Is one fastener typo that performs equally well on bolh high and standard strength concrete and steel. To hip ensure reliable fastenings. the %-U lastene, hes matched tolerance 10 at MU powder.acluated fools using e mm fastener guides and drive pistons through an 0 nvn net head diameter and an 8 mm plastic guidance washer set near thong' tip. The 5.0 prag()0 also i! Ades fasteners o)lhpremounted steel wmshms of 15 mm or 35 mm. Product Features • A 0.157" shank dlameler for high performance le both tension and shear applications • Unique knfn6rg design offering higher putout strength and anchorage In concrete and steel • Fug range of fasteners In single or0(1)27 d mn5guralbns to madogzo productivity • No requirement furunque drive pistons or special equipment • Recognized for horizontal wood deck diaphragms subjected In wind or seismic forces (Reference ICC -ES ESR -2269) 3.2.3.2 Material Specifications Fastener DealonaUan Fastener Material Fastener gallop Fastener Hardness XU Cadsvl Steel 6 09 2mc' 58 HEC 1 Mill .3..1. Hem al Eder to Std., 3 3.1 N mere Mermt.'m 3.2.3.3 Technical Data Allowable mads in Normal Weight Concrete' Postmen Shenk Diameter In (non) AUNmum Embedment In (din) Concrete Compresslre Strengt 2000 psi 4W0 psi 6000 Tendon Ib 070 Shear Ib (AN) Tenalo, 15 NO Shear N IUf) Tendon lb 7.19 shear Ib GO X.0 0.157 (4.4 014 (14 100 004) 12s (057) 100 to 44) 726 (0.511 105 2!7) 20S (0.91) 1 061 145 10.131 100 10 m) 170 036) 225 (1.01) Ito 91014 203 005) 11/4 227 210 (1.01) 310 (1.38) 200 (1.25) 310 (1.31) 193 2601 425 (I 091 1-13 (381 275 (112) 420 (I.87) 3. 0,45) 410 (1.81) 145 231) 2(33 2.09) ret. 1M b. wesed. xk.ersvy,1.2 au., lab M no.a.lNa v eon 1e 50, es'tedew)...s u,. sola IDC.ESDC70 Need a crew nn.een ea0wned to IN Nrnte mut diYoe. msc..ere s.Aa ed der, caw. Allowable Londa )n Norma) Weight Concrete thing 0X-Kstik'a Fastener Shank Oiameler In (mm) Minh = Embedment In. Ion) Concrete Gan. stye Strength 4000ps) 6110 psi Tension Ib (107) Shear Ib (010) Tension Ib /34 Shear Ib (elf) x➢U 47 PO w. X-KKaK 0.151 (1.01 1-111 138) 395 (1.76) 405 (1.00) 360 (1.60) 570 2.54) X U Flawn4 nota" ousn9 me nSendle does 0100 nag easta::m proodere duel In Seam 31.1110. 10 neon. 0mwe hal (aWs me tan 4wnKr't/ laslerenmv. WJ*q ro50. mb.teel retedw•< eon CCES C72.u5'oaderreed es+Swa menwtedn to abnae m.nl N lne .test m encodes. velrn mcemeddeCEI cora rt@ t.6.O67?... l w+.um.wasan k mes0aar t.emarpson k nrl)^ .ass Cop, I4m1N.0u r .mnaltu 1 Ones rmer8iele s; 0.2 x15 3.2.3 X -U Universal Knurled Shank Fasteners AO., able Tensile Pullover and Shear Bearing Load Capacities for Steel Framing wit h X -U Powder -Actuated 51552. ers.0 Fastener Des5dpllon F 1 Head Darn In. Imm) sheet 5I.el Thickness 14 gm. 1604 12 pa. 2004. 210x. 2455. 2w260a Tensh .044 5074 .I50 shear 51Nn Te0sbn .107 Slew .154 T .(410 Shear .101 T a .b .Iua Tens. �a0 Tem. .100 Shear .070 0.15T eNnk with or s plastic washers AIX mllagon X -U 0122 (02) 825 207) 1065 (4.84 665 2,00) 720 022 490 (1.16) 525 2.35) 360 (1.60) 445 (1.00) 300 11.53) 330 (7.40 205 (0.91) 264 (1.13) 120 (0.53) 145 231) mann.s wan Ns OO xirare bestd smetnmtl.m.b Mmnm�eeb Wen.alere.Soe... mouses m arum., s¢al o mxnry redeem, e�,ay resera5614 earl. xr9jn, rrwaTs m: teaeln.wred tnwd Nererna�. »an•e batmen vers eanesma ae5..taa a our, b demes . 005 a MT. 10-erry m 0.0,0 Jzv:5N w1See1.e1. 7..53 tt F = n est 05109053 005407 3.2.3.4 Ordering Information Fastener Description X.015 MU 19 04122 X-1127 04,32 X -U 37 X4142 0.047 X4152 X.057 MU 62 X372 Faatn Dezcdplbn X4112 Pe 515 X.U2700515 34732 PO 515 4.1.1 32 P8536 0.072 Po835 Faner estaeedplkn 04/1674111 XU 1608 TH X -U279272 Slunk Length Shank In(mm) In (mm) Washer 00)06r.''e ,: - nasi tin) '. . . Pl004080mvv7atd 2/4(14 0.15> (4D) PlmticB mm Wctlbld -7/001) .:0.18)RDl P10500060050704161114 1)211 0.151 (1.2 Plastic 8mm 1edlaled 1-174132) ..• ..1 (6.y -'., pis 00003nnrdhld 1-12130 06.0:411,057loos PI04002 mm prtlbtd 1-5/01421 (0,4 9iaiec 8mm ard0ied ,-7/0(477 0.16714.0) Pest08mm nedbtd 2157) 0.107(4.4 Platic0mmacmalad 2-1/4(571 0.157144 Plastic mm a cdbld 201121821 0137(44 • Plebe mop meati 24/072) 0.157(4.4 Plwe[emma[tlald Slunk) In.'71-0, oIn(mmJ T e R2) 1120) 1-1/0)32) 1-1/4(30 2.7/0(12) 515 70 15) 50th In (mm 618 (16) 8/400 1(27) 0.157 Ntq 4157 (4 0) 0.157 H.4 0.117)4.4 5.157 (4.4 5712960 0.157 (8.0) 0.157 o) 0.1077 )4.4 Washer P10e mm 8..15 mm Plastic 0 rem 2 Steel 15 mm 155600 B dime Steel 15 mm Plastic 0 rem A Sled 36 nu %endo shun a 51,et36mm Feek.0005310 im pies/tax 103 pea/boo (CO pm/ box' _ 103prs/b '1tu 005 5/boa ialpes/boa aopa+7coe'.. 166 nes/bol 1W pm/hoz 100 ps/Lac 100ps5/hex 100 pm/ bol 7561010100 011 160505/bog 106 ea, boo 103 p../boo 160prs4boa loopx s/b: Washer0 Packaging.ty Bram Pasha 5 metal l77har ' i i5PPbs/bol e mm 0(0100510512Y09har- 100 pre/bo. 8mm plafi:<6, metal -41.V 'Kele/noel ..15,070.. -..--405 0I leeN 90000.. r._ 0.-.:...: 0 03;:eoee :._ oe gt�W)S79�BDo I'+-eraaNswn 1 eersYe 1rro er2�ID.o n Itnv.aW cop. t mzsst ora I m..iadca k D.e:t Fnern7l.wca D:ar xts X -U Universal Knurled Shank Fasteners 3.2.3 Allowable Loads (n FFnimum rr- 3000 ps1 Structural Lightweight Connote' • Fastener Shank 0ea. In urn) Atlnmwn 0mb.4. In Imre) Fastener Location insla0ed Into Comm. tnslalbd Thmuoh Metal 0.231) Generale 31neh Dee Composite Floorpeok' lel 2(nch Deets Canpaalle Floor Deck' Temlan 75(00 Shear Ib 040 Tens/melt, IND Shear 4 lir!) Ten. 10010 Shear 1b 1113 Upper Sole lover FM, %spar note Laver Flute %-V ala 0.4 4.4 ((5) 125 M55) 115 10.11) 130 253) 05 (0.42) 245 1(.03) es (0.42) in lo.27 370 (1.655) 1 (25) 205 (0 51) 200 11.171 2(5 2901 155 (O.rn 330 0.4H 125 (0 50 125 (0.50) 415 (1.851 1-1/4 (37) 315 0.401 435 (1.93) 295 11.31) 2(33 2.09) 375 (1.61) - - - 1-1/2 2e) 425 (769) 475 (7.11) 403 (1.04) 200 11.16) 430 11.91) - - - 1vory to m•/.m se.0Un tuna (Turn ....we. ..edmxuNa+: en ICCES ACU sa Vtnel sae-1m!•eAenw:kHhp.evSNl.atmnl [e eTeveJa'alr at creme son a:ern. oes.e vow, 2 TNsi51d0C1vo.le to 073• deep N+y}_an dnnaN5 m 541209r52su1'3561Wd a teens.? 70 en low. sad sego 10eKok mut team5000111 .0 el 3.7. 52.2 2.5ertcn32?,1 1. 00511..rine-'47 tie am num, blurepm0ms pd baie..Utern51304nl Welk. Sramnll4e7n.nt movelel lNaas 0701 snarl deo. non he 0mhnm 3-114- 3 The 51151 dose p0•k ter pin 1.13.6590 Germs 01o00. a I¢s a.rtmm Ih040es nl h aloof reel.I em a nnorm a -i2 sot. Scee BAe0M an nlexe,n.meal he amninuw d 4J.03sd5.V!',nweMety n -nnrgrv35.2. 1.16 tgares erd 3nSecsm 31.1-Ibehaa rhe mor. res derer4x. an nm.m pea criernalss rel on en! oat.. Sew.) 7425 7.3 [rooster earn, ten re 0. a 51,72'elntentra a: aexnmrMM s arysrrhrwa Allowable Loads in Concrete Masonry Unilsaarvt'a Faatem ar) k amp w 114 r Grew.. I2 Sheream Moder Jane TembnO/10 65'3 . NII . OM Shed Hadar Jose• weed cud Neel, . 076 m 079 51.6 Rib•) 5 104 Tendon 5 051 Soo al Ora Ten., 5 Snow' 'rendes Now' k.137, XU 0.157 00 1 p5) 70 )0311 25 .311 25 2111' 70 2.3t) 220 11,14 i 294; 150100: 1W d6 1e6 u24 240 )satvateD a.Ise r4 h. eaa7ry tete,59 b•0 courre d. rmTr:na mr .9 a so.' amoo ow/ 770 . ca0215.1 11 er rrambres crourned to tee 1074, 7a erne nsugaud�n tumor. mdlNmoat doge ram. a 2 7,1,13./..,1 5100004rodvmm.s ax M' lam -,0001, la•erc+%e'r':-I n mese.egos o rehl seght smogs nexerry m s eceten ua I a .117C90 a Ra ugeaa-3 a'owaM4hadwtnare N larandonw rawer.las es mala r terns Oen ..cook -r., 0.501 cera. 1. sal 4 T br.'ad T.. 1,2 valeeeao Io..ambely tavrnerarm1Yele m-uw•.vw5ry.a:r: w<n gen cc.xm,ro ms iv u75 5 Re tabus. ewers. hrrvamsae ler me wamarcarIn'o•e• INN. en anxd naW mane, sotm a+s et read e' eon weta* ct re NS 477d.e19aebMe141. anyareemn. b:e u»tn mortar tenors vane T SeerhW;oenee bleobmlYoaen0Yll:l.hnlUse,i-Jnnl Use, 10cane Fes Valle, n meed Dn.., en edited awn,' Sneer baleen snydred aka dome. aSrW Noe to eldle.• fattens me mcemv»nIM M anyeda:rxcme 111111111111111111 't t/1 874 Jon( Co.mmie/ F Unit MasonryIC1IUI Acceptable (107diens NON -SHADED AREAS) for MU Universal Knurled Shank 0,5)0 17, in CMU Waits Allowable Loads in Minimum A5Th1 A34 (0,0 36 les); F.2 58 keg Steel'45 F»twer SNM 01r h Imm) Slew Tld. In 114 I2 TembnO/10 65'3 . NII . OM Tendon War 1e 000 Tens. r Steer icinessShear iciness 07.1 6 on, rte dell 0 %U 5.157 (I0) can 2561 7x 024 r751r3457 the (011 pas 11.16: 720 11.201 010 (101.7 I . ) S0 41 1.0/ 31510.611 110temorfabInttif 1,11 seem e.res .51505Ms54H1^�zvrsNs. eas+zWns.coderevon 3v-4exert. 50Ir_v•rr.e rernded der, oma Soso 551514erno r.en wb w • 'arn ♦ ra-1r - a••r. erne mar mod oad dos. ked extol z32•• NO In. ne m eouer�mm l .a:Os:,ll lnry.r4 nesbeten one pewee.. d at IND 170 ta t.13[4,4•1 teeorn Nem ate N tweet., to le severe wet So ratorneo mar rnan seas, ot meows or a kWe•ebvwer. ax rwoorrmow to any ara:new.. Int an NE l40.121»111 wwvx>Necm l en tsprnerI POD NS SO. I Iss iCavayCro 14941610. ver.. Mhu 1 Melts., tero.rarne.70,5 1s• PMA Engineering ENGINEER: AMCM CHECKED: PROJECT: AMC Theater South Center - P16273 Light Gage Wall Opening DATE: 1/2/2017 DATE: PAGE: 1 SHEET: 1 OF 1 - O3 Input Wall Ht Stud Wall Spacing 16 in o.c. PeoleccrooParx 31.0 ft Opening Size T.O. Opening Ht Min Live Load Calculations Header: Cripple: Jamb: Wg WL = M, = ML = 6.0 ft 7.0 ft 5 psf < Controls Wall Wt: Gyp (2 Sides) Light Gage Seismic .. It• 11 i I j i...-i.I - - • 4. LI i i ! , k----. II ''..• ,/, fnri 1 1 ' • . Eii,111F.APIPPErt 11iii,,, 'YIWPCCP,C. UAL 1 I I 1 ;.'n ..7,, ir:7-3•Pf •i 1 I 7,...,(11,1-::,,E.?1, ' • t )11 )1 I ?.C. I. •,,S1 .74114 k•,,f•I:..Cti 11 IF• 111 m„, JL J _ 240.0 plf 77.5 plf 1080.00 Ib -ft = 12.96 k -in 348.75 Ib -ft = 4.19 k -in By Inspection 1 Stud okay WL = 22.2 plf Mg = 2669.47 lb -ft 32.03 kin 8 psf 2 psf 10.0 psf 5.1 psf (ult) 3.6 psf (serv) Therefore, Min Studs: (2) 3628162-43 M/0= 14.7 kips Therefore, Min Tracks: (2) 362T125-43 M/0 = 9.7 kips If Jambs are: 400S162-43 Mtn = 8.23 Need >» 4 "*Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) O PMA Engineering ENGINEER: AMCM CHECKED: PROJECT: DATE: 1/212017 DATE: AMC Theater South Center - P16273 PAGE: 1 SHEET:1 OF1 037 Light Gage Wall Opening Input Exit way Wall Ht 47.0 ft Stud Wall Spacing 16 in o.c. Opening Size T.O. Opening Ht 4.0 ft 8.3 ft Min Live Load 5 psf < Controls Calculations Header: Wg = WL= t. Wall Wt: Gyp (2 Sides) Light Gage Seismic I• � SCI E'_::11£+ff4fEF ��lfkfF;llS Ntint iPX-Ifs: nom..j1,1,1 .. T.T•t �IIj- 1 _� 387.5 plf 117.5 pif Mg = 775.00 Ib -ft = 9.30 k -in ML= 235.00 lb -ft = 2.82 k -in Cripple: By Inspection 1 Stud okay Jamb: WL = 17.1 pif Mg = 4720.12 lb -ft = 56.64 k -in 8 psf 2 psf 10.0 psf 5.1 psf (ult) 3.6 psf (serv) Therefore, Min Studs: (2) 3625162-43 M/Q = 14.7 kips Therefore, Min Tracks: (2) 362T125-43 M/0= 9.7 kips **Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) If Jambs are: 600S162-43 M/0 = 14.46 Need »> 4 038 PMA 1 Engineering ENGINEER: AMCM DATE: 12/2112016 CHECKED: DATE: PROJECT: AMC Theater PAGE: 1 SHEET: 1 OF 1 Wall Mounted Hand Rail Design Connection for typical handrail Design Supports @ 48" o.c. P (any direction) = 1) 200Ibs 2) 50 plf x Oft = 200 lbs Evaluate P if horizontal: Bracket has 3 anchors 66.7 lbs/anchor **A single layer of 1/2" gypsum board resists 60 lbs conservatively. 3 layers of 1/2" gpsurn board will resist 180 lbs Evaluate P if vertical: 66.7 lbs/anchor Distance between anchors, d = Handrail Distance from wall, e =- Moment Moment = P*e = Counple Force = M/d = a 180 lbs > 66,7 lbs For each layer of sheetrock: Tension capacity = Shear capacity = Unity Check on Anchors: 3 in 1.5 in 300 Ib -in 100.0 lbs 60 lbs x3 Layers = 180 lbs 60 lbs x3 Layers = 180 lbs OKAY 66.7 lbs + 100.0 lbs = 0.93 OKAY 180 lbs 180 lbs en rig sv .tl? Toggle Bolt PRODUCT IMFORMATION ?owers. FASTENERS Q Toggle Boit Hollow Wal/ Anchor the loggia Bot 6 a spina wing type hollow 9w%anchor desgned for use 1n black, 304)110 rd and other 11054w base matoda6. The fogg7 Bah 6 a b'.o.pan assembb' corSot g of a ,redone mew and a spnlg xing toggle. Saes rang? from 1/8' dancer x 2' length t0 12' damatar x 6' 1/00 with combo round, flat mushroom, tievnn or sloped hex head Styles. 4 4d)u3abk to acamnodate vano•4s will thki nem up to 2 1/2' * fest' 10150 and troths in a variety of base materials Anchor Component Component Material Meg AIS11010 1/0'.7/0' TmniOn 11/1 0611010 1/2' /nudes not lamas Alloy 801/ Carbon Steel -01/11818.63 irnc Plating A51M 6633, 5C1, Type III. (Fe/2n 51 Installation Guidelines Ora /h4 iary0ed tck daws/oLT Ease da/isl.Theteknn35 to me b4asad Mould 0l rearnprclo rents MANS/ Mitin1 Standard 0017.11 M 71141/ ruenab sten at hob strength n:nk dd417o tole 1/16"k•Der. b4en He bet lhroogh Ino azure to be ladened. /Mand en matin then 10'0 lie wrings complain// bark ani 0,yt / 1.0 0e hole real rings 3099 SECTION CONTENTS Page No. Material Specifications._ ..... _...1 Installation SpeG6ations._...__. Performance Oela.__.___-3 Ordering Information __-...-.3 3r Toggle Ball ANCHOR MATERIALS CaroonSlal ANCHOR SIZE RANGEOTP,) bH' daaele/ x 2' length to 1/2' ]arralcr x 6' Img/h SUITABLE BASE MATERIALS 90016004 311,', Cunoele Malang 1(1./5) Pug back on assert)) to /ot3 Remo. s5I. Beale to'mznt the ninon tram sollcu1 n0,5 /031 thing 075. /1440014/ war Ile s1axddv until fame) ow -ed, ww6A.00we1000158 C0nad2:19951673-7295 or 151416314216 Pawen 0594113001524.3244 Of (914) 2354300 ?owers, FASTENERS PRODUCT IMFORMATION 039 Toggle Bolt Ultimate Load Capacities for Toggle Bolt in Wallboard' Anchor Diameter d in. (mml Anchor Diameter, d Dimension 1/8' 3116' I/O' 5/16' 3/8' I/O' Mirvnn,n A1151DHII ('001180a/d 318 12 518 7/8 718 1.1/4 001101. 1/0,101l 1-107.OEIU 12 9/16 3/4 718 1 1-114 Wing Clearance 0n) 11116 13/8 112 21/8 21/8 3 112675,70ORM 600 10-24 11430 5/16-18 18-16 1253 Installation Guidelines Ora /h4 iary0ed tck daws/oLT Ease da/isl.Theteknn35 to me b4asad Mould 0l rearnprclo rents MANS/ Mitin1 Standard 0017.11 M 71141/ ruenab sten at hob strength n:nk dd417o tole 1/16"k•Der. b4en He bet lhroogh Ino azure to be ladened. /Mand en matin then 10'0 lie wrings complain// bark ani 0,yt / 1.0 0e hole real rings 3099 SECTION CONTENTS Page No. Material Specifications._ ..... _...1 Installation SpeG6ations._...__. Performance Oela.__.___-3 Ordering Information __-...-.3 3r Toggle Ball ANCHOR MATERIALS CaroonSlal ANCHOR SIZE RANGEOTP,) bH' daaele/ x 2' length to 1/2' ]arralcr x 6' Img/h SUITABLE BASE MATERIALS 90016004 311,', Cunoele Malang 1(1./5) Pug back on assert)) to /ot3 Remo. s5I. Beale to'mznt the ninon tram sollcu1 n0,5 /031 thing 075. /1440014/ war Ile s1axddv until fame) ow -ed, ww6A.00we1000158 C0nad2:19951673-7295 or 151416314216 Pawen 0594113001524.3244 Of (914) 2354300 ?owers, FASTENERS PRODUCT IMFORMATION 039 Toggle Bolt Ultimate Load Capacities for Toggle Bolt in Wallboard' Anchor Diameter d in. (mml 3/6' Wallboard 1/2' Wallboard 5/e' W Ilboard 3/4' Wallboard Tension lb,. 1610 Shear lbs. (AN/ Tension lbs. 0:111 Shear lbs. (lel/ Tension lbs. 16111 Shear lbs. 5/111 Tension lbs. /61)1 Shear lbs. 1011/ , 118 (3.2) 119 /0,11/ 110 10.51 50 107/ 135 15.0) 190 Ma/ 110 1031 110 n,t/ 110 (5.9, 3/16 (4,8) 130 10.6) 110 1061 189150 /0E1 1(_1 135 ILII 131 10.1/ 190 1171 160 113; 1/4' (6.1) 115 1101 310 1057 735 (!1) 133 111) 765 (17/ 1E0 '1.71 319 DM 300 (IT 5116 17.9) 140 111) 040 (1.1/ 150 (1.11 160 13/ I/O 11.:1 300 /74) 370 !/3/ 340 (19; (3/0 745 1131 50 115 511 113) 230 1131 315 340 (111 311. 1)0 (1 11151 115 (1.21 105 (151 311 113/ 300 (/61 315 1111 415 (!51 449 118, i•.stalrnr\.earmrrted::,.:,neen:'/ Ux•r,rt,v.,0,r,rue,h/:• 113o 400 a OSx z;+nnry 1:I'Ia n,.va..l v'.vrc Allowable Load Capacities for Toggle Bait In Wallboard' Anchor Diameter d In. (mm) 3/6' W Ilboard 1/2'W Ilbaa,d 5/a' Wallboard 3/4' W Ilboard Tension 100. 10(0/ Shear lbs. /090 Tension lbs. /06/ Shear lbs. /0/61 Tension lbs. MN) Shear Ibs. AH) Tension lbs. 15.11/ Shear 193. Ha 118 (?7) 30 PS 30 /0.11 40 1971 35 ,1A 50 1141 75 (0311117: 55 91 3/16 35 157/ 35 (9.1) 41 /071 90 (171 60 105) FO 103/ Of 1131 ;Al4,81 . 1N' (6.4) 55 107/ 55 10.71 00 10.71 00 11.31 65 10.11 65 1031 60 (1.11 /1 (6.1. 5/16 (7.9) 90 10.31 90 10 31 95 (031 10 11,17 /0 (02I 01 /431 60 /0.4/ 65 (0.4: 3(93) 103/ (03, 65 103/ Is f.3) 105 5/ 2�1 D. /OA: 12 172.7) 65 1031 10 103/ eao (03) MAI leo 1031 35 /03I 445 1131 190 005. It Ultimate and Allowable Load Capacities for Toggle Dolt in Hollow Concrete Masonry" Anchor F;,, a 1,500 psi (IOA 1.!00 Diameter Ultimate Load Allowable toad d Tension Shear Tension Shear (mm) ' lbs. 011/ @s. a•1 lbs. Din Ns. 'Ill I/O 13.7) 195 '0.91 180 NM 40 10.01 35 (9.11 3/16 /4.8) 350 ;1.11 355 11.61 50 (021 70 (0.33 114' (0A) 300 1.61 595 I1.» 70 (031 510 (0.31 3/16 (/3) a30 ' 1.91 600 13.11 BS 104/ 035 10 61 318 19.5) 310 171 705 /43) 100 1061 leo (•5.61 1/2 (12.7) 1 360 '3.h 800 ,361 330 /061 1E0 10.1 TiVam Imf i 33340•k/wl r'eb, ngES r arm, E+r re, bas /l,rr a n'. 1115 a. a a le, faro 0'17 ._ ....eleen,ul?W11n 000015,0 000: 180015343044 Or 1914)1354100 Canada:(99516737295 or 15141 631-1216 www.pewe,0,0011n Toggle Bolt PRODUCT IMFORMATION -?owers. FASTENERS Mushroom and Slotted Hex Head Toggle Bolt Catalog slumber Anchor Sin 1/8' x 2' Drill Diameter 3/8' Standard 004 50 Standard Caston 500 WU 100 9 9/4 MN 4023 5954 4028' 4033 4043 4038 - 118' 0 3" 1/8' 0 4' 318' 3/0' 50 50 550 500 1 1/2 2 4133 - 3/16' x 3' 12' 50 500 4 4143 4133 - - 3/16' 04' I/4' x 3' 1/2' 518' SO 50 S00 500 5 6 1/2 4243 - 1/4'64' 518' 50 500 712 0..ra,,Hant00000 a 4cv Round and Flat Hex Head Toggle Boit Catalog Number Anchor Site I/O' 02' 0ri11 Diameter 3/0' Standard Box 50 Standard Canon 500 ('1t./ 100 11)4 Pound 4021 Flat 4031 403) 118' 03' 318' 50 500 11/7 4041 4121 - I/O' 04' 3116`z2' 318' 12' 50 50 500 500 2 31/4 4131 4132 3/16' 0 3' 1/2' 50 500 4 4141 4142 311604' 10' S0 500 5 4151 - 3116' x 5' I2' 50 500 5 12 4161 4031 4232 3/16' x 6' I/O' x 3' 12' 5/0' 50 50 500 500 61/4 0 1/2 4041 0751 4141 - 1/4' x 4' 7/4' x 5' 5/8' 5/8' 50 50 500 500 7 12 a 1/2 4261 - 1/4' z 6' 518' SO 500 912 4331 4341 - - 5116'03' 5/16' x 4' 7/9' 7/8' 25 25 200 250 13 14 0151 4361 - - 5116' 155'7)0' 5116' A 6' 776' 15 75 250 250 16 18 4431 4441 - - 318' r3' 3/8" 04' 718' 7/3' 25 15 250 355 16 913 4451 4461 - - 318' 0 5' 3/8' 0 6' 718' 7/9' 25 25 175 125 70 23 4541 - 12' 0 4' 1 1/4' 75 20 42 4561 - 12' x 6' 1 1/4' 33 25 50 Toggle Wings Only Catalog Number Anchor Safe OHO Dia, Std. Baa SId, Canon 001000 4000 I/O' 310' 100 500 1 4020 3116' 112' 100 1,000 2 4170 1/4' 5/8" 100 1000 3 4330 4430 5/16' 3/8' 7/8' 7/8' 50 50 500 500 7 7 4540 i00' 1 1/4' 25 25 19 Tie Wire Acoustical Toggle Catalog Number Anchor 5he 9ie Wire Hak Sire Drill Ole. Std. Bar Std. Carton 151I/100 4247 1/4' 04' 722' 518' 100 108 9 4257 74' x 5' 7/32' 5/8' 100 100 12 17110 y'mrarn,.rtrreg0rv.o reAnu : 6c4,71.ramMrar.n.0=:. nine 3 www.powers.com Canada:19051673.7295 or 15141 631-4216 Min USA: (800) 6243144 or (914)235.63C0 PMA1Engineering ENGINEER: AMCM CHECKED: PROJECT: DATE: 1/7/2017 DATE: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 2 040 Floor Mounted Hand Rail 3.00 ft (max) Design Connection for Typical Handrail Design Supports @ 48" o.c. Max P (any direction) = 1) 2001bs 2) 50 pif @ 4.0 0 = 200 lbs Moment = Ph = 600.0 Ib -ft (Service Level) 0.75 in 6.00 in 075 in M // 0.50 in bearing Typical Baseplate is 6.00 in with anchors 0.75 in in from end Assume 0.50 in bearing in compression, ie moment arm, d = 5.00 in Tension = M/d = 1440 lbs (Service Level) 3 anchors each side Tension in EA anchor = 480 lbs (Service Level) Shear force shared equally among remaining anchors Shear in achors = P/n 67 lbs (Service Level) Attachment @ New Floor: Sheet metal #14 Screw through (2) 3/4" plywood Conservatively use values for 1 1/8" embedment c T = 790 lbs Reduce capacity by factor of safety = 5 :1 Utilize Impact Factor = 2 :1 T/Sl = 316.0 lbs < 480 lbs NG Screw also embeds in 18 ga (43mi1) metal deck T/0 = 144 lbs Total tensile capacity = 460.0 lbs < 480 lbs NG** "" Values for tension resistance are low due to values accounting for 1 1/8" embedment into plywood instead of 1 1/2". Engineering judgement reasons that the additional 20 lbs is accounted for the the additional 3/8" of plywood present. G PMA i Engineering ENGINEER: AMCM CHECKED: PROJECT: DATE: 1/7/2017 DATE: AMC Theater South Center - P16273 PAGE: 1 SHEET: 2 OF 2 041 Floor Mounted Hand Rail Design Connection for Typical Handrail Conf d Tube: Moment in Post = Weld Tube to Plate: Baseplate: 0.75 in 600.0 Ib -ft (Service Level) Use: HSS 1.66 x 0.14 M/1= 639.0 Ib -ft OKAY @ 40 on center Tube Circumference = u D = 5.215 in Tension in weld = M/d = 4337.3 lbs (Service Level) (where d = D/12) R"% = 0.928(I)(I1)(D) For 118" weld: 2.337 in of weld Required Half of weld to take tension: Half of weld to take shear: 2.61 in Half Tube Circumference OKAY 2.61 in Half Tube Circumference OKAY ** USE 1/8" FILLET WELD ALL AROUND POST MINIMUM** 0.83 in 0.75 in ■■ s= 1.420 in 0.50 in Bending in Plate: M =T*s = 2044.80 Ib -in 2.04 k -in plate Fy = 36 ksi (6.67M plate thickness required = tpt = 4 F.)(h) to(min) = 0.25 in ** USE 1/4" BASEPLATE'`* FASTENER LOfloS FOR PLYWOOD - SCREWS Nundrr 02.30(: D7nnllxr 1193 Introduction Tlu' hnrgrily of,a .000000h brunt:nlly lepra dens upon Ile 09nxrdon5 10•(00000lis rnm)xllrlll linrrlli. PM n135091101 strength 4101 5121019y. tach join. lrp0rls 1001gs. whirl. i:01p rd 10110 (000(0 type mel m Ihr somgi11 pm)rnis rA 11r Indllidual manna,' mrnlhvs. h whined in Or follnning 006)15 are 01110(.' lddxhaua) and laoral koik for plywood johns '15 00111 11.011 0(110100x)111'00 0x'21 Ym1s. 1I(,. load salol ur baud 1)x41 045 cran iunnl by ARi - The Ercirrarrrilltral Aswialinn Test Results Pfynnru) and-,5lelal Canna -lions Srif-ddliing. 0 010pping 511115110 n 111054) u9l) 111111116 p5acmrl11p m 1.1/8 in. hick 10 1001 hang's up 10 3/10In Oink Ihnrwrl, oboo l)000k are 1111115' plolldnl urn nlly a pnnkm 01 Ihr Gslnitt shank. II is hupon ant 10 s)rrlfy IIx' appropriate fawner Irngi II 110 a given plyaaxxl Inde kness. This plrtullon manes 11(1110 Ilurakxl p mku of dm shank will rngao- in the sine) 'run)))g. Sero 1 lengths a1010210.5 ' x1111110. Addilinnal dnalls frr arse typs of sen ox tiny lr ldllalnr) horn 5109i0c (au ncnurarlurers. The following rlara apply In 07.1 oaeo ;nx1stres metal Sr3Rl3. labra) Rrsilarrr: Ihfrynlnr elf pl,1I001rtupl. IIe,oI namedkms is depernlnt 111xn1lhp (rr<r1h )1. up'nb1 elf all )herr r;ntmns. a) Pha mil-nr (llaljohns are 0110111(710011 by a shearing of IIx' ply 1711x11000(0 (*Mined parallel In 111, 04,1100 of Ilx'applied Miro. 15•nn' plugs. who,. width nluafs rhe Manrnr of the 0rrto shank. uoy .shear hone mal prom de 11 (h' Inuled end. h) Paurlerrddraljo)nlsan' rharent nnkl hy a.shear Whited de '110(0 shank. As slims. in 01g101 1. nm' Irxolirnl mislling of Ile• mxxl has 1rannd. ms 110(0 (. famlrn )rad rrolx,hl enl 1010 al, metal r0(14:.5 1010.'34(' 10 lrroi,w a 111 al whirr. andjrAm Irhaviur is thprtOl 1)x00 I1e.11rar 01100I011 of Ihr'001',00. Slxar Whim of I he screw siw(k 100111 al Or mmnd-nrlal 6n,lfare. A P A Thr fngiorrred Mind Avaclnrinn FIGURE 1. Failure al Laterally Loaded. Single -Shear Afetal.la.Ply'umnd 31,10 (ion riulM1.in OMo 1 rl Th1' rl0l0l00l iral John may fail in Dor of Inn way,. I'ailurr ncrurs x110(1 1110I,I51a1N'0 01111f .50051' hea11)0 rrn11n1m1%1l i5 grle1r1 thin Ihr,rMo lanrr of the 0x'00) m laird alnl/rx eiduhulal 11.x1. and 1110 scree pan away 611111 the ruing 6011103.0010(00 1150141111,110(111,115030r11111(111011111111 mrlabinply5wrxijoinl rn75hrs or bars away limo dor Snort'. T 111151 and 2 0005000 01110141n labral Mods for wvrx4 and siert-nrnlarlow (010lrc1100., 1,1 ph5Vrxo1-mxl-nr1al 40111(0.1.0001100 end dhlerxr 1011430 1111.15111 un' Inch. PlsT00,1 G0(` grain (las parallel In 11e load Moe (1(11 direction yields 11,' IIN-031 lateml load: 111(•11 the John Is plywox0kd11tal. All 10x1-snmo 131010lm1Wein 1051101 (11111 a 3/16.10:Mirk slm) skk phlr, aryl sally, should he nxx)ifn) if Ihlmrf 1IM) Ls null. r 1 ws.Q:l- IAr E,,xnx.nJn,M.n.,. Ohm TABLE 1. Screws: Afetal -In -Plywood Canned lnnst', Depth of I Inmate Late al Loud 110)00 05001100 %unarm 11671 Screws 3100 Amal S(o,o1 110.0 ON 010 012 011 010 kit 111 415 191111 5110 Ilii 10001 hen 141 122 0:10 0011' 50) 0990 1170 311 1110 7111' 911' ,.11 1151, 7115 :•) Itn,1..i 51.1' :' S0,4.00ll nv,rest.e 1,1111110,1.1' I, Inn, )•r:M1l:..t�. P0,55 5.•••••• MOLE 2. Shrrl Metal Screws: Plysmnd-r,-Metal CnnnerUnnslal roln,n 1 1.1 PIy,15,M Thickness Illmm�e tanml G1d 31)01 Screw 511e Ir1'-210&If 115 (nn.) ON 1110 012 811 Tapping5o.o 111 141' 171 311 301 1181 110 001 ALnNm1m 122 0:10 0011' 001 970 1170 2511 1110 7111' 911' 1950 1301 111(1 01710 171 3191 311 1121 1111 11511 1'0010501 1,2 7111' 0111' 010 '171 9711 (0,11/11192.1 111 7011' 09iI' 1317' 1011' 1411 11.2,,,01.10 0 111 0.101,0 .1.:1.11 :•' •min 0•(.141 a, I...: ra 05,1120001 ';Win nn13'I0,n-Mi oriin 11'1:. :1,1,1141,3“ :•11 .:1.11 o,0(• 11,(1.: in rAn...i •1 ry-1. 042 R'illOrnunl. T Ills 3 and 4 present al+5ag' (11610!1' uillrha0al 1(91)5 fm wood and shed nwIo1 u m1s In 11111)10141. a0.1mtelal Jlnuls.1051101 an:dW 11 of lel 1.0010.1058815(111005 haer 10)5911) dunk 4101 an` 11(1+5411 101 only 213 of 111,5 h'ng,h. Slurs 19.101 srxws(131)0111 0,, hlg)ar 111161(10 kid 1)81(1011110(11511111 111' 110213.1 gaps. lr nun`,f111.1i luli5nnl olo,lh 11100006 r and fuhhnlg)h lhnad. The difference is 01752111.001 in 111' la(g)er gigs and 101g115 b•1-(19'111. (111 Is lit a5 nignhll.(n 1'2hx1slx11n, In TihS•:< fn Winn' srn'n1 an• 10101 un 1/4.),, )no0o5100 001)x• 100.1 v,`0 bum rbc Inrk 01 110•),0(1.1. Thio leas (110010 n5'4501 116)1• k'ngih of 160.0) rmlrl6lrr r 1,1 111011(111. Sinn' 111, 01114, 0)1010 )00,1 sinew ern' he ama1111 Man 1111 pill.. h1he. This was nn a farlol fn, 51,101 01101.010'0011110' 10111„ 11 (0161,Is1(0k5 r1dpignm/ Mr S) - 4o Mgr Thin Group 1: 1111 IIx` uhi11111• I,mis ) xrv7110r11II T1 /11 1 through 4 2n' 11.11011 p5w7rr) panrk of all -Group I ani 0101 ion. lin 001080) 781101 of nlhrr 5)01021 gulps. lir (4 10(0` Inw111,1 11030 Iahl`sinns, 1r n 1joan)10' mnrcllnn cartons )resenllxl 6l Table 5. (,i rrni011Gauls apply )0(l 6006 18011141011v111xiraaal k801113. 1110 x(Ijusinrrll factor for (110 11131011 mnn)xrrd x)40'05 group pnsrm in any veneer should 1.0 11411. Fastening Lau Phwmorl Panel Edges ISnnalllg ism plysoall panel edg0 (s rid 010101• lrrnmn4n1141. lin inn' pulprs^s. Imo'r,m. rdgrfmtrning may Ir nrr'elsan'. 3,10' 0 farsrms (0110110' lahrnl and wilhdrmlal 10m11 fin 00005 SG1s of mind 50001 In 11115aiinhiRl1l47 Estimating Allowable Design Loads 1 lithe os)xnIsil lilily or the dr.5lgt.' 10 5.400 a working Ionil suiafA,• f x Ihr .0100103011101111113)1111111310.15031)1 degnr 1(( ...Willy Is Inllcrrnl 111 121101041 fasi'rrrl,l results. Tlo-rrlx'. ha .000181111040101,0)1 enking 1..1 of about one -0016 of Ihr 30100111111)1(05(01111101011500)3 usnl fnr Ion); duraiIml loads. For 00001 load 111114110.1. long -01.00 winking load may G' 11(01(x.0) hy 10 )04001. Normal load drinilon nmlrnlplalrs filly stressing Mc ran nrnion for approximately inn yrus. 0)1)11 rmnlmuu1lyn nu(uGlicrl•. TABLE 3. IOnnel and Sheet ))fetal Screws: Metal-ro.Piyn'004 Cnnnerllnnsh) Depth al ,knrag Uhlman 1lnidnuai toad Bh) ThnMM nnetraaon Screw Ile, Ont 115 45 410 012 011 015 3'A 1511 100 205 110 170 100 112 210 2.10 275 315 Sill 120 101 2511 1110 3105 3101 1111 800' 30 301 355 415 770 525 700 1 111110011,11 (0 341 525 71x1 775 1 1•h .0100111 Mei 11 0110 101 790 575 2 IN 1590 .0((.000, p •..n Nr.lr.r.p I snit /.004510. TABLE 4. Sheer Metal2000(011 Ply'0oxd-)o-Metal Cnsa,oslnnelal Framnng Tlyimnd Thickness 0010010 Law 1 Load (MP SsrroSbe 1/15200.If 012 (bo) ON 8In 012 017 T,pp)og Snore 011.90' 1n1 170 110 170 100 220 010,0,nm 112 51)1 770 401 120 1101 311 501 017 790 800' 790' 0117x' 101 131) 1011 170 700 120 111110011,11 (0 341 4111 90) 5201 .1010 .0100111 Mei 11 0110 000 5001 550 xis w iil1l, 1uz:1f r107011,1.+1r.np 11 fol Idm,yr,1Int J1•, i',hn.! 000;.00,.: 0500 n lw7.113.Ikrl:amrv,M Imd (1•e nm•r, FM homily 44101 RIMS. 015kdng lend 03100110)11000)1,, may h' am-A.01001rd hy dMding lin' Warbled 1111110410 I1wl by 510 0. lilr)rnoIal5 all Glrndry loaded mew nn(Ortk015 dxmit the nlmakhuatinn making hod will 111110)1801(1 aJninn hip 00 1.x5 Man 0.01 huh. :'uljuslurnnfa shone. m Inngl 111nalinl of 11011 apply 10110133)10110.1 for nrrhankal fluent 150.6100Ih0 surn1ll0f IIu• wlxnl fkr.. nal 11w s11rng111 (1the 1.4121 (awned 11,nr'r- 1101, I x` load 01)10)1)'. Adjus(nrnls of dlslgn lalnrs for varying doaatinn5 11111(111 and 800lbllalion5 of Told :1001111 Ir in rrronlanre 511/11114 2110 111 3)1135,1111 1u511 Design Specifralinn 010 115o1 Construction. TABLE 5. Load Adjusunnn Mr Screws Irlln 3)ywnnd far Species Groups NmMI.11m Types of (001004 111. Ginop .10 cm.n.2 4l1- Gmny 3. 1.5 1011,,1 111Nd11,1 tons. urn, N,. 0001. 001 1 Ap151h0110n TABLE 5. Wand Screws: Plomnnd-In-Plyuwnd Edge Cnanerllonsrnl 000100' Tlveadrd Pen(ntim (in.) U 114590 Lanni tnad110)01 UNnnie1151Mr nal 0.044 116101 OR 010 012 02 010 012 1 11/2 111 101 11051 (1011 195 105 301 (111 11115) 11551 091 501 1111,11..:1.1 n „ n^Indn>.a311' n.Irn1v:..l:.onr,,1 .l a 0„, Wow.,.0..anti'! .teras A 9� 2/9004070..01 atartw.lnv.0r wmarAvjc+Y dhe COrevrta 1:rslrAI; 15.:1:.1, 11001 51(1940 95 14701 12531 Sas-rrN• fa, QM) 5.4. rr; 1+01507 21.,0 knnnat nmv 15» 112 010111.011lix. non1111]00 Iurai i a1'A[�, m'�l iy1<nne 0011 se IH.. -M..O.1110 15,5, y7 '51111l18 , RSlI5hcA50 • Ihr RSn SAS �>Ex5 wwrap.wee.wp raomme surIirin nrin Rss 121501.5 150 f.me ke1,._.1.00 7.I.wretw m'M0 0 60yn:11a<.vram arra a kkp.lge, 8,, cm700,5Ke1r+m�a 0 . nn pun. vie ,rmninav5 A 0('.e MM.,. 01151 mar a0e rem. .,', 01111 y • 0 e ret ercl m: Amos roe. emu. a am-r,eraa. kr;armc mvwn6N , ries.1109+ evbu 1055 0, n1117amr,m panclacerromun M>ad Mmmg814Tlop A P A 7118 Engineered 11'osd A llnrlat0nn .1 PMA I Engineering ENGINEER AMCM DATE: 12/21/2016 CHECKED: PROJECT: DATE: AMC - South Center - P16273 PAGE: 1 SHEET:1 OF1 Design Support for Ceiling Speakers From Manufacturer's Cut Sheet: (see attached) Size Unistrut to Span Between Existing Framing Use P5000 Unistrut From load table @ Max Allowable Load = --,r Span r Speaker 12 ft 880 lbs 0.24 0.5 105.6 Ihs Suspended Speaker: 36.5 lbs Subwoofer: = 144 in 210.0 Ihs (lateral bracing reduction factor) (conservatively treat as point load at center of span) Subwoofer split between (2) P5000 Unistruts: (210) / 2 = 105.0 Ibs < 105.6 lbs OKAY Speaker conservatively all to (1) P5000 unistrut = 36.5 Ibs < 105.6 Ibs OKAY Joist/Beam Clamp: Channel Nut: Note: for 1/240 Max load @ 12 ft = 500 Ibs 0.8 (conservatively treat as point load at center of span) 400.01bs OKAY P2786 - Capacity = 1000 Ibs OKAY FOR EITHER SPEAKER Pullout Strength = 2000 Ibs OKAY FOR EITHER SPEAKER By inspection (2) 1/2" Diameter ASTM A36 rods are okay to support 36.5 Ib suspended speaker Aircraft cable to suspend subwoofer: 7x7 1/8" Diameter wire rope Breaking strength = 1700 lbs Factor of Safety = 5:1 Working strength = (1700 / 5) = 340.0 Ibs OKAY " (1) wire OKAY to support speaker, utilizing (4), therefore OKAY Attach Cable to Subwoofer with M10 Eyebolts: Working Toad = 640 kg = 1410 Ihs OKAY **(1) eyebolt OKAY to support subwoofer, install (4). therefore OKAY Max Load Distributed to Existing Framing (2101bs / 2 unistrut) = 105 Ihs (1501bs / 2 Rxns ) = 53 lbs OKAY "'By inspection, speakers and subwoofers light enough to fall under miscelaneous dead load contingency of original design. Therefore, existing framing is OKAY. 043 1 Q c PMA 1 Engineering ENGINEER: AMCM DATE: 1/2/2017 CHECKED: PROJECT: DATE: AMC - South Center- P16273 PAGE: 1 SHEET: 1 OF 1 Design Seismic Design Force Component Being Analyzed: Ceiling Speakers Determine Seismic Design Force, Fp: O.4a.. Sb5bt (1 FP R I- 2 ft) (Eq 13.3-1) component amplification factor, ap = 1.0 spectral acceleration, short period,SOs = 0.969 component operating weight, Wp = 210 lbs component response modification factor, R = 2.5 component importance factor, /p = 1 height in structure of component attachment, z = 62 ft average roof height of structure, h = 78 ft Upper Bound: Lower Bound: Use Unistrut P1000 Unistrut to Span between joists: Pau = PL Factor= Lat Brace Reduction Factor = Use 12 ga wire Man=0.75FyS Pan = M(4) /L 560.0 0.50 0.78 Pall = 218.4 Fy = Sx = Sy Palk = 33 ksi 0.202 inA3 0.290 in^3 Fp = 84.25 lbs « Controls FP = 1.6SDSIPWP = 325.58 lbs Fp = 0.3SDSIPWP = 61.05 lbs Fpaemce = 58.97 lbs 6 ft Span (assumed) ==> ==> Mallx = Malty = 5.00 kin 7.18 kin 0.27775 x 0.78 = 216.65 Ibs *Comparable to Table Value: 218.40 lbs Pally = 0.39875 x 0.78 = 311.03lbs Unity: 58.97 lbs + 59.0 lbs = 0.461825 <=1 OKAY 216.65 lbs 311.0 lbs Ult Capacity: 600 lbs Safety of Factor: 5 Working Strength = 120 > 84.25 Ihs OKAY 044 Ca SC SR -1290 Cinema Surround Loudspeaker Features • High Performance for large cinemas • 12" (305 min) woofer with 2.5" (113 mrn) voice coil • 1.75' voice coil (44 mm) coaxially - mounted high frequency driver • Pre-installed mounting hardware with multiple suspension options • Very high-power handling meets the demands of object -based immersive audio formats • Low impedance rating enables it to draw more power from amplifiers, allowing use of lower powered, less costly amplifiers. New objecke.:1,*d cinema soend (010 ,3:3 require surround lourfl,peaker: capable oI higher o11:9111,1nd nitre flexible trourr.Ing 3911300. The (9,1240 :Iddres,..e> these requtretnen:3 with a higll.povver nosdel LF... -1 .end e,rrIo1lnr dvslcn. lI result 13 a sutrountl budspcalser 00,3,or handlinz., settseivot. and evett&R!brreqXr1Se In .3 IlitIr4,1e1v .len-tpar: rhe 51:• 12.90 Ctnerne 511rre0115 '....cate6prraker fezaurei.1 ht7;1,power, lonth1e..1 12' (305 rnm) low frky..prno; :pinsrld,r 11141 0,,011t.I.11.0.1 1 75" 111,) ritephilgin i.UrtIpleSSiorl 61.., The alignrmw of the dwers hr boille area e2109..tred t..idittonat !wet. ender t.:tiver de5e4r1F. :e.cluong ir:n 01 the nbitt, inkt.rnazirq okspot wiNbtlio,11.1orvard alqnniew 1131: 13e5;07. -pour fpurce' radenert lyequerKtes perf:?etl, truegl: Y01.1,,r; St11(i,• 5111.11 00,ete011... pu‘lece:i 0001:31 63901:11.11 311d0343 ,..111 1111 30131 op :Ile tevele.:•ze t he 13A..!•.peell.,;(7 1 311111 131114 111 111017 !he 4tepliner • !t.. an 7ohm at;i4o ..30(•", 0:1t1; toultd SR -1290 ir; own separate drrtnel. this means more povvet be dormred 1,elch loudspeaker; all.ctwiN 1hern to produce r,,,irourn otr.put hot, l03er.r3wered, fees even.,; e meln-channel emplaietr. The 400 0.e:1 corflinuotn powet re:ing .3115 ,uphiOcdted 01i13S003 With p.V•t31100 ri00110, pr01/1113; fr1.11.1b1111,... The 30.1 290 Is designed fr., 101' end head mourt1111 rhe cabinet 15 7ar;tteclee4 of 1 inm PAR,: b1.111 plywood bry:111.. tut superor.113' rurol The r.2..ir panel 01. 111,-: 1.15 1111' .de'( imer: enountinsi ro;11:7 111,e 1...r..,,runine!,,, s,and.rd re -.l' p.5:;ern olarteN.-.b.!rers. set of lour meontin potn,i een7ere: 111.7 carsnefs 1001 pans‘l allows •11. kx.e 31e ....lo eitntng bre.c.ket !fa .L,N1.11.,,, 11511111: applioriqrxis whole the 4rwlsrxral, nee& 0 be 111 diret,fy P,irrtf.111x1 Tt,thot..Fide has: so • nnd blacket, l,,rI..1r1 1,3,11.111011 or topne,4 1. U•1,14..7.1:e; 0.1.1 4001 ,he 1,• 114.L Tho ,c11..p,x; blIrk endest.te ,he iflvte eilvt leneund Oferen! models 1for .11 11 1e11 Int! tt1.1• 1trel, SR -1290 Details SySten. 0011111 'VI' • •,[4i I t I x 11,1e1.31: 5,10133:, 11- 01.16 H. 1.11.10.)' .inakda..4 ck, Enclosure oetaus 1.1 ....n1kr 40, 114, rsth re orrkw,..111,?0, 4..!" • ,,4* 113, • 0304 .b ,3003 111C3rI 131 © I I 0 ,c1 c3I SB-5218/SB-7218 Cinema Subwoofers Features • S0-5218 features dual 500 W transducers • 50-7218 features dual 70015 transducers • Frequency range extends to below 25 Hz when used with the correct B6 Sher • DOM and SF -3 signal processors optionally available • Enclosures feature trandalqesistant woofer mounting bolts • TH.V" approved for professional 0netzta applications 1100 01 the 1701 015131Cin0r15 Sp0aker 50110s. QSCA: 55.53e and 50-7218 sub0=a0k0 of fel a urucue sdlunon 11112 addrusses he requirern,n11 01 disital 00ou0n 3100,0 sound:m.6,s 11,0,11011101 ‘.10:1 18" low- freqt,codi Iranaduceis mounted poder.1 undlcs1100, :hnse 9,..g.erns ex10nd nasponse Ihe audee frequency. The 0120 dug!. :ratu.duc00 0.012', develop -rd •asp<.cially 101 r:111=r1TId 1=10 ihP= wouiuts 10110're -11' voice 'tails 0nd •Farl. pluea .5,11)0 ,001 00ereriCh. frVell 01 high 1951.011 Coder rerhp212%.1,05 If sCihr190 111,z6pidit .6.11d powor compic050n a! Nh(iriV2 liVelS Undercut pole 11:12(012 pravido ,yrnrno1iical m0gn010: 5111. oaclucau; 9120011e. 101,10111I: 3,hrrahlt E,rcIsM,res are r:011,:rtre,t1 I itnah titaalny ktt3, panels api leatum indluiduai V:0‘:•1.2r .81:Amu*. The 7511116.112 chambrx eash trinsducer tntitea •anclesura tounger, parnadff. 11131e..i1y, cone ..a.-01e=ciu51,:11 n'.h', 1.1t, tr,trir 01a tfri,r '0.9•,',119...;" is our les: re= ;it, iL11,14inlilg e,p,,0,117 hi01,0 N.: pmernially dubbin pen oulasitonre noise F.t.th irranat CSitrihrl 1,01: 019.11i19•;=. 'r•hr :rrhrhr.,71"...1 , 01.0 1/60i=1,4 11101.6 15120 1116. iN0010. pr9,6== ;to, ti„rit bests tliXel,rect :0 1.110 or an,:=150= reiluark thu rhanea at tie •na=r9 •1111 TR—x— Specifications 50-5218 58-7218 71,10010,11107,11 .EdRadv •••rr 16 n=11 vac= 2= - 100 Hi: 1-1= - 210111: 2: • 100111 1013, - .15016 16=66r=ini. 066661 C•11=.111,001Pc41, ParAtrrl 00.111 31.15 009101,0•• 121,11 31135 3,15 fula•7d=o0: 001011!01,,l =0 ininend ,,:khr.rarrrl h11,2r A9r11101.., 6,11 :tr.. 001123 ..511•01, 2 16=== :11.161.61 igitur .6011,=.1:7,via pirlr 1240. 9, H.• • =•:.• .51'750,1 116,0,6666= .0.11(112? /12501100.', :0000.101] 50111 661', traNarlrerh •ssitiou xvoll risrix, 1,0(1001 :101 1212 15115,11151011,53-,1511111,55 1001 0•• 1=5) '1.112)110:30 '01 ..?•001.,-511,000•••:r rr,•=01ilh 1,0.00 alh,,,,== 1-=1.= 1••i" 5001 1111001(1" in114666 0iii10 1,11piir .41: sin i..6646 ;01.44 .= bra •=r111:0:7 21 Q .18 pur=i1tai (..ritztart $.= Asvc s7raf.:,.! oar. 111, 0r=0J -1r1',1'1(1.=al 'l:12.1.121(11. 517) (112.1/1, 01.1(4 19,1111'?) oi]aI 1201275 h•alt•. rirrra ...•=1:•:TO ri.f. 91711 214 ;1)1 eg1 SB-5218/SB-7218 Dimensions Front Side 111,09 1,451161164 bi,166,61 • O. 51 .42626 • fin: 600/115.1-10611 •=1=,•n117.7100 • Fn., 71=0,94.61m 4=. qscaudin.corn 0.695 in (1.6 cm) C) 1 am tE Ea 0.627 Ina (10.3 cm=`) 0 .3 T2CtA O Jmm,- 111111111 MEM Nax Colu Applied BEIM HEM :Aiiiiiiiiii ' iiiiiiiiiii 0 .3 T2CtA O Jmm,- >•J 7fJ '>jCl :'J Uniform Loading at Deflection cva^mn ) N moo u� N'' o»m nn v— a.,—D� 7 0 S' ,J O 7,�T_'00, J O D 7 . 0 7 0 N C C O� 121— O J O O O O OT J � - N ti .E ^tom C�OPinMN1.-.-.:�.- ..0000.0....0000 aeDTno-+'mm�n" in'1-os ' O n C (2-'.. -OD6NV [OW O. V SN[O^ .v 1. Above loads include the weight of the member. UN STRUT Qas.. CJ Search Part No. (f) 048 UNISTRUT P10000' & P1001 Channels P10006 1E� GR HG PG PL WU100 Ft:189 Lbs (281 kg/100 m) Allowable Moment 5.070 In -Lbs (570 N•m) 12 Gauge Nominal Thickness .105" (2.7mm) P1001 P1000 DS Slots are 2 14" 1G2Ai;^;."(22.2) 3 /" (AA n) nn Center 1/I" (19.1) Pipe Clamps can be Mounted on Both Sides Wt/100 Ft: 173 Lbs (257 kg/100 m) P1000 H3 (E) GR HG PG PL ')' 5" (143) Dia. Holes 1 '.?" 07.6) on Center W[/100 Ft: 175 Lbs (260 kg/100 m) P1000 KO GR PG P1000 SL ;S;" (22.2) Knockouts 6" 1152.41 on Center WV100 FI: 190 Lbs (283 kg/100 m) GR HG PG PL Slots are 33 (76.2) x "A""((0.3) 4" 1 I U Ln) on Center (12.7) 1" (25,-1, WU100 Ft: 185 Lbs (275 kg/100 m) 11H GR HG PG PL WU100 Ft: 378 Lbs (562 kg/100 m) Allowable Moment 14,360 In -Lbs (1,620 N•(n) 12 Gauge Nominal Thickness .105" (2.7mm) P1000 HS 111 GR HG PG PL %r." ( W. 7) Dia. Holes 1 q" 147.m on Lente, W(/100 Ft:185 Lbs (275 14100 m) P1000 T II GR HG PG PL Sats are i'.•t"1_\.(,)X' e(1-1.3) 2" (511.8) on Center 21 ) a.1c" On 7) W11100 Ft: 185 Lbs (275 kg/100 m) CHANNEL NUTS (REFER 3o PAGES 73,74 FOR DEmILS) P1006.1832 P1006-1024 P1006-1420 P1007 P1008 P1009 P1010 P1008T P1006T1420 P1010T Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10' & 20' rE SEE PAGE 73, 74 P1024 P3006-0832 P3016-0632 P1012S P3006-1024 P3016-0832 P1023S P3006-1420 P3016-1024 P3007 P301G-1420 P1012 P1023 P10245 P3008 P3009 P3010 1E1 CORE PRODUCTS • TYPICALLY AVAILABLE FROM STOCK framing System, 049 UNISTRUT P1271S (IIH EG GRHG 1"-13X1/ Set Screw Included (22.2) 3 l" (9.5) 2Holes1"e"II4.3) Dia. Note: Requires P1010 Channel Nut and bolt. 1W (38.1) Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only WU100 pcs: 95 Lbs (43.1 kg) P1796S k" -13X1'/" 1EHEG GR HG Set Screw Included „ ---i (22.2) i 1 3/4„ (44.5) 3 %" (88.91 (6.4) r 3 %_" (88.9) Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only WU100 pcs: 91 Lbs (41.3 kg) P2785 "" r" Hex Nuts and "U" Bolt Included P2787 jE EG GRHG • Far use with Beams up to /a" (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001. P4100, and P4101. WU100 pcs: 83 Lbs (37.6 kg) Ye" Hex Nuts and "U" Bolt Included P2867A Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only P2824-6,-9,-12 For use with Beams up to 1/4" (19.1) max flange thickness QEG GRHG Clamp Requires 1/2" Diameter Rod and 2 Hex Nuts (Sold Seperately) P2786 ::Des)gn Wt1100pcs..:: Load Number ;in`(r±riri):'` `Lbs(kg) Lbs(kN) 050 P2824-6 / 2% 6 125 (j.i o - 152.4 56 7 500 P2824-9 514 - 9 140 500 (39.7 228.=+ S:ib 7.22 P2824-12 8%-12 171 500 21.5.0- 304.8 77 b . 22 EG GRHG W' Hex Nuts and • For use with Beams up to !" (19.1) "U" Boll Included Flanges and with Channels P1001. P1101. P2001. P3001. P5000. and P5500. (22.21 WU100 pcs: 92 Lbs (41.7 kg) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only _ �E�EG GR HG P2867 • For use with Beams up to'/" (19.1) Flanges and with Channels P5001 and P5501. WU100 pcs:112 Lbs (50.8 kg) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only • Includes: "J" Bolt, "U" Boll and Hex Nuts. LEjEG GRHG Par# Numkt:r, x Beam ize " Wu _o pcs: illkg) -, P2867A 4"-6" 151 ;68.5) P2867A-9 6"-9" 157 (71.2) P2867A-12 9"-12" 166 (75 3) P2867A-15 12"-15" 176 (79 5) P2867A-18 15"-18" 185 18.3.1)) • For use with Channel P1001, P1101, P2001, P3001, P5000. and P5500. I �3 /e" (85.7) 1/4"(6.4) Thick 3" (76.2) EG GRHG 1psrt'_ `= :':;.Beam .!_WU1o0:pcs: �:'Number .' ;=:Site "A"' -:Lbs (kg) P2867 4"-6" 142 /2 1) P2867-9 6"-9" 151 )2'75i P2867-12 9"-12° 160 72.'i) P2867.15 12"-15" 170i';.1 P2867-18 15"-18" 179:212: • Includes "J" Bolt, "U" Bolt and Hex Nuts. • For use vith Channels P1000, P1100. P2000, P3000, P3300, P3301. P4000, P4001. P4100.and P4101. P2867B (IIEG GRHG ''Pati Beani .:WUibbpcs Number Size"A" Lbs(kg) P28678 4"-6" 161 P2867B-9 6"-9" 167 P2867B-12 9"-12" 176;':':5; P2867B-15 12"-15" 186 +%41 P28678-18 15"-18" 195 • Includes: "J" Bolt. "U" Bolt and Hex Nuts. • For use with Channel P5001, and P5501. Note: When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. Clamps are designed to be used with W, M, 5 & HP Shape beams, Standard C & Misc. MC Channels. Angles & Structural Tees. Clamps must be used in pairs where indicated_ Forbean clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for availability. IH CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK yra UNISTRUT Channel Nuts With Spring P1006 - P1010 Pg 73 P1012S - P10246 Pg 73 Nuts & Hardware Pictorial Index andChannel Nut Loads P4006 - P4010 Pg 73 P0506 - P5510 Pg 73 P2378 - 72382 Pa 74 Channel Nuts Without Spring P3016 Pg 73 P3006 - P3013 Pg 73 P1012 - P1024 Pg 73 P4012 - P4023 Pg 73 P10067-P10107..P40107 Pg 73 P4909 Pg 73 P11)16 Pg 73 Hardware HHCS PO 74 HLKW Pg 75 HFMS Pa 74 HRMS Pg 74 HSHS Pg 74 HCSS Pg 74 HSO1J Pg 75 HOCW Pg 76 0 HHXPJ HFLW Pg 75 Pg 75 P2485K Pg 76 01062. 01064 Pg 76 MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS =^ Chagijet Charlie! Nut 51ze Thread , ::Gauge Allole Pwabull Dat Strengt iLbs;(kW)' eslstfince a_ Torque s4.4.4 (N•in P1100 P4100 A"-13 14 2,500 1,700 *125 '/a" -16 %s"-9 12 11.12 7.56 170 14 14 800 3.56 _---- 600 2.67 400 1.75 --- 300 1.33 2,500 1,700 *125 16 'A" - 10 12 50 78 3/s"-16 16 1,000 4,41 750 3.•)4 19 25 11.12 7.56 170 400 1.78 W 11 12 2,500 1,500 *100 6 11 11.12 6.67 135 P1000 y" -13 12 2:000 1,500 50 P3000 8,90 6,67 70 P5000 1,400 1,000 35 P5500 7/s"- 14 12 6.23 4.45 50 1,000 800 19 /a" -16 12 4.45 3.56 25 %a"- 18 12 800 500 11 3.56 2.22 15 1/4" - 20 12 600 300 6 2.67 1.33 8 %" 13 12 1,500 1,500 50. 6.67 6.67 70 3/e" -1G 12 1,000 800 19 4,45 3.56 25 P3300 800 500 11 3/16' - 18 12 3.56 2.22 15 %" 20 12 600 300 6 2.67 1.33 8 hahnet �• Channel Nut Size Thread ,- Gauge :Allowable: Pull Qut Strength `,Lbs(kN) ,,;":,..Resistance : to Slip, :Lbs. (kN) . • Torque ••Ft•Lbs (N•m) P1100 P4100 A"-13 14 1,400 6.23 1,000 4.45 50 70 '/a" -16 14 1,000 4.45 750 3 34 19 25 'A,5"-18 ------------ A" 20 14 14 800 3.56 _---- 600 2.67 400 1.75 --- 300 1.33 11 'i.5 6 n P2000 & P4000 W - 13 16 1,000 4.45 1.000 4.54 50 78 3/s"-16 16 1,000 4,41 750 3.•)4 19 25 Vie" - 18 16 800 .3.56 400 1.78 11 16 '/y' - 20 16 600 2.67 300 1.33 6 11 *May require %a" or %" thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer to the Channel Nut Selection Chart on the following two pages for the part number. -mar - 3/8° Ftrartiing- System Channel Nuts,: Caps, .Closures, and Flat Plate Fittings: 052 UNISTRUT P6006-0832 THRU P6006-1420 P7006-0832 THRU P7006.1420 P6280 - END CAP FOR P6000 P6184 P - CLOSURE STRIP CHANNEL NUT WISPRING (EiEG CHANNEL NUT W/SPRING ,.: < Par "':: `:`::,Threa Nurriber;: -.: Size 1n YVt/100 pcs' ;Cbiti. : P6006-0836 #8 - 36 1 (0.5) P6006-0832 #8 - 32 1 (0.5) P6006-1032 #10-32 1 (0.5) P6006-1024 #10-24 1 (0.5) P6006-1420 1/4"- 20 1 (0.5) P6062 WU100 pcs: 2 Lbs (0.9 kg) P7324 WU100 pcs: 10 Lbs (4.5 kg) P6962 (58.7) WU100 pcs: 19 Lbs (8.6 kg) P6334 MOO pcs: 11 Lbs (5.0 kg) MEG Part `-:fht2art" Wt190Q' es. NuinbeK `-tSlie- n`-LbS'"k' ` P7006-0836 #8 - 36 1 (0,5) P7006-0832 58 - 32 1 (0 5) P7006-1032 #10 - 32 1 (0.5) P7006-1024 #10 - 24 1 (0.5) P7006-1420 %"- 20 1 (0.5) P6065 WU100 pcs: 5 Lbs (2.3 kg) P6925 ' 27/s" (61 9) 1%6' (20.h) Wt/100 pcs: 7 Lbs (3.2 kg) (20.6) P6356A (47.6) WU100 pcs: 10 Lbs (4.5 kg) P6380 WU100 pcs: 15 Lbs (6.8 kg) Material: .060" (1.5) WU100 pcs: 3 Lbs (1.4 kg) %6' (I.6) P7280 - END CAP FOR P7000 i 06" Material: PVC, Plaslic. Standard Length: 10 Feet (3.05 m). Material: .048" (1.2) WU100 pcs: 1 Lbs (0.5 kg) WU100 Ft: 4 Lbs (6.0 kg/100n)) P6924 P7325 1 a" W5100 pcs: 5 Lbs (2.3 kg) P6066 WU100 pcs: 8 Lbs (3.6 kg) P6358A WU100 pcs: 15 Lbs (6.8 kg) P6036 WU100 pcs: 8 Lbs (3.6 kg) 21!16 (68.3) i / / /, W11100 pcs: 7 Lbs (3.2 kg) 617.6 P6067 W0100 pcs: 11 Lbs (5.0 kg) P6726A 2 "vie (7,4.6) 2 (5576" ✓ 174.6) WU100 pcs: 22 Lbs (10.0 kg) P6380A WU100 pcs: 11 Lbs (5.0 kg) Standard Dimensions for 17/is" (20.6n)m) width series channel fittings (Unless Otherwise Shown on Drawing) Hole Diameter: %2" (7.1mm); Hole Spacing - From End: 952" (10.3mm); Hole Spacing • On Center: Wm" (27.0mm); Width: ! e(20.6mm); Thickness: Ye' (3.2mrn) 13/16" Framing System- IIEICORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK 187 0. 0 0 cc 4r Buffalo • Headquarters: 716.826.2636 FAX: 716.826.4412 Nrf1a���iCeAlbany/NE Division: 518.438.0139 FAX: 518.438.5343 SUPPLY, INC. Rochester Division: 585.235.0160 FAX: 585.235.0229 Wire Rope Hanes Supply of SC, Inc. CCISCO: 843.238.1338 FAX: 843.238.8337 053 ttutO Aircraft Cable Preformed, made in accordance with commer- cial specifications military and federal specifica- tion rope available. Carbon Steel (Aircraft Cable) - Galvanized cable has the highest strength and greatest fatigue life of the materials offered. It has good to fair corrosion resistance in rural to industrial atmosphere environments. This material is most widely used for small diameter cables. Tin over galvanized cable offers greater corrosion resist- ance and reduced friction over pulleys. Galvanized Iron (Low Carbon Steel) - This is relatively soft and suitable for light-duty applica- tions. Very good for seizing, but not recommend- ed for hoisting or use over pulleys. 7x7 7x19 1 x 19 7 x 7 7 x 19 Cable 7 x 7 Galvanized Stainless Steel Min. Breaking Strength (lbs) Dia. (In) Approx. 141 100D FI/lbs Mtn. Breaking Strengths (lbs) 1/16 7.5 480 480 3/32 16. 920 920 1/8 28.5 1,700 1,700 5/32 43. 2.600 2,400 3/16 62. 3,700 3,700 1/4 106. 6,100 6,100 5/16 167. 9,200 9,000 3/8 236. 13,300 12.600 7 x 15 Galvanized Slainless Steel Min. Breaking Min. Breaking 7 x 19 Approx. Wt 01a. (In) 1000 Ribs Strengths (lbs) Strength (lbs) 3/32 17. 1,000 920 1/8 29. 2,000 1,760 5/32 45. 2,800 2,400 3/16 65. 4,200 3,700 7/32 86. 5,600 5,000 1/4 110. 7,000 6,400 9/32 139. 8,000 7,800 5/16 173. 9,800 9,000 3/8 243. 14,400 12,000 1 x19 Galvanized Slainless Steel Min. Mln. Approx. WI Breaking Breaking Dia. (In) 1000 FlAbs Strengths (lbs) Strength (lbs) 1/16 8.5 500 500 3/32 20 1,200 1.200 1/8 35 2.100 2,100 5/32 55 3,300 3,300 3/16 77 4,700 4,700 1/4 135 8,200 8,200 5/16 210 12,500 12,500 3/8 300 18,000 17,500 Vinyl Coated Galvanized Aircraft Cable Nominal bia. Strand Strand (In) Coaled Approx. Wt. of Strand lb/10130 0 Approx. Min. Breaking Dia. to 1,830 WI/Ft Strength (fn) (in) Consiruclton (IUs) (lbs) 3/32 3/16 7 x 7 28 920 1/8 3/16 7 x 7 39 1,700 1/8 3/16 7 x 19 39 2,000 3/16 1/4 7 x 19 78 4,200 1/4 5/16 7 x 19 125 7,000 3/8 7/16 7 x 19 272 14,400 Galvanized Extra High Strength Strand Nominal bia. Strand Strand (In) No.ol Wires In Strand Approx. Wt. of Strand lb/10130 0 Min. Breaking Slrength of Strand (lbs) Extra High Strength Grade 1/8 1 x 7 32 1,830 5/32 1 x 7 51 2,940 3/16 1 x 7 73 3,990 7/32 1 x 7 98 5,400 1/4 1 x 7 121 6,650 9/32 1 x 7 164 8,950 5/16 1 x 7 205 11,200 3/8 1 x 7 273 15,400 7/16 1 x 7 399 20,800 1/2 1x7 517 26,900 1/2 1 x 19 504 26,700 9/16 1 x 7 671 35,000 9/16 1 x 19 637 33,700 5/8 1 x 7 813 42,400 5/8 1 x 19 796 40.200 3/4 1 x 19 1155 58,300 1-18 WWW.HANESSUPPLY.COM forged Macl tiery Eye .Botts S-279 / M-279 Shoulder Type Machinery Eye Bolls Forged Steel -Quenched t: Tempered. rrllorl ing Load Limits shown are far in-line pule. For angle toadiog, see pogo 200. Fatigue rated at 1.1/2 (ernes the WorKing Load LIMA at 20,000 bytlss, Recommended mended for irt•IIns pull. 3-279 threaded UNC. M-270 metric threaded, Meets or exceeds .ail regv;romentc of ASM3 B30 26 including identification, ductility, 85 n factor, proof load and temperature requirements. Importantly, those bolts meet other crit »ori performance requirements including fatigue feo, Impact properties and material trat92bility, not eddreSSed by ASME 930.26. S-279 UNC Shoulder Type Machinery Eye Bo is t tu1C '2«• 054 4, r AI SEL:.#PP;L14AT14NAND WARNING 1NFORMA11ON '7,741,4.74.1.9.47 15t*4.t 6,etcr4;ra LIs15Li-t'11.4xitto9 P0f114362;orici PA 6. 9038 Li:1A"-k9 ihry /4 LAC: -279 Metric a a flit (10*..! 650 1200 1650 '` Luy ] - 3 •r=-{1�`` . i rt6idns i) F,00 9.00 15.0o - kr _ n7Tw..:' 12-20 516.18 _ ..39.16 1h. 13 _ t.02 1.16 .1,27 i5# 1.13 128 1 1. 'I..3N-^ 276 .88 107) LY§ „ t3rr 150 2.74 3.07 3. 70 4.45. -6',-C-77 .25 .31 .38 .50 63 .69 .0 .01 _ _ 1_1.3 -..1.38 95 1.05 1.27 1. 3 1.11 1/4 x 1 9900162 9900191 5/10 k 1-14i x 1-114 bfib_0205 . _ _It 172x14/2 . 74.6x10 •13.0 2800 28.00 - 516 x 1-3/4 07x2 __0000217 _. 0.990226 0800230 .__ _ 6700 7230 .._ 5.0(1 4107-0-- � 154.00 2S9.00 la93 • it 3?4.10 .: 179 ,A_ 2,05 118 x 2.114 9900244 9000263 10600 13300 7/3.0 1.8 2.31. 2,57 320 319 175 am 2 5 _ 6.87 0,66 720 .75 99 .�87 756 t81 _ 2.0 87 200 230 -2.35 t x 2.171 1 -1/8 x 2-3.4 1-1/4x3 9900257 75000 320,00 , 17 -1.8 , 276. 4.19 , 9900282 -.. 0900271 21000 24000 309,00 72.00 1-1/4-7 1-172.8 3.09 3.60 4.93. 563 2.00 303 795 9.49 1.00 12.5 2,28 2,75 2.73 _3.28 3.00 4.50 1-1,2 x 3.02 1.314 x 0-3/4 9900280 04000 1040.90 1374.5 3.75 66 752 3.50 4.00 1048 12,31 1.38 1.81 300 3.36 2 x 4 9900289 42000 1880.00. 2.4-172 4.03 2.1/2X5 9900208 66000 3250.00 2.12-4 f 5,00 8.78. 4.50 11.88 2.12 425 5.50 '7,741,4.74.1.9.47 15t*4.t 6,etcr4;ra LIs15Li-t'11.4xitto9 P0f114362;orici PA 6. 9038 Li:1A"-k9 ihry /4 LAC: -279 Metric a a rkfij �, B�11 - n. '` Luy ] - 3 •r=-{1�`` zf4 �� 1FI-g"Pl-W. .. 1� �.,,, : -._ `7' -/< c � - MOO 13. 1045753 _Ai 205 _.93- . 74.6x10 •13.0 8.7 t9.1 470 4.0 13.6 19.4 1010 x 73 7046789 400: _ . .05. 6480125 13.0. 36.1 _ 22L4 54,6_ 64 15.0 241 WO x 17 1045833 640 �,.. .07 916x 1.5 170 41.1 25.4 642 79 175 20.5 5112 x 20,5 10..46809 1000 .11 1.112x 1766 315 496 202 777 9.7 23.1 32.0 116427 /045013 .,-_7S Rt1x20 6 219 00.5 36.1_90.0 12.7 26.7 38.9 _ M20 s 30 1016905 ,. ._1800 2500 ,42 1:020425 310 700 38.1 108 16.0 35.4 . 43:4 M24 x 36 1046020 , 4000105 924 x 3.0 33.0 955 51.0 132 22 4 40.0 50,4 M27 4 59.8 1046038 5(00 1.42 4466 - M27 X30 i 030__ 107 .67.1 183. _ 24.6 523 .. _ 592 5430945 1046075 ..- 6000 _ 1,77 i M30 x3.5 450 114_ 635 171 25,1 sap 69.3 1425 k 54 1046109 8500 3.12 51.26x4,0 549 140 76.0 207 31.8 70,0 83.3 92_x95.2, 1,14.8 x :Ot 1046118 14000 ' 4,58 _6142x4.6.--_ 952 19) 88.9 -.260 35.0., 76:2 014 1046127_ .._. 173od_-_- 29500„ 8.7.1, , 14.74. 1518x6.0 . 964x6.0 _162 . 1270 164__ 223 101 . 313 n4 316 48.0 638 85.9 103 114 140 1464 x 12'.7 . 1046136. 131‘41474. Load 1`X.31,9LollLrr61,19airrrtP1a4Lc3ii221 0114wkhv)t1adLint. ik 49t:t yt01,49.x9n 9 ?ot 1- 4. 4! Vit 46.erzrc+run Copyright k401 'f'!;6.[YtsfyUrl9:"rrlf./i.-171Purltt Reg -e 14- 4.1 41 Display Part P1000 « ; ! ! 8 I ! , K # , ; \ )2 59259 $R$Ma. e Uniform Loading at Dellectlon ##Rage©©~ 58 8 88 ®29 EgOa !!2gW;88., f!|;|,!!l;;;tl,!§!§ :E a;d2e#e5R§ /,«E!!!;in mow©©ggeRe2 PrP:,r AIfpJN+ww.unistnn.usfindex.pAp7WP=cat detail&P=P1000 55 El ) ;,#88$8.q? $R$Ma. 2A;,,22■m,22,,02,,, =RaGc&aaaa f!|;|,!!l;;;tl,!§!§ :E ssEsE.EEKEESsss § !/ ! oo Eg ; ! )# § m PMA 1 Engineering ENGINEER: AMCM CHECKED: PROJECT: DATE: 112/2017 DATE: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 1 Design Support for Wall Mounted Speakers 1 Determine Seismic Design Force, Fp: b_4aPSDst4'•P Fl = R�. 1 + (Eq 13.3-1) �rF I component amplification factor, ap = spectral acceleration, short period,Sos = Applied Forces: 1.0 0.969 component operating weight, Wp = 146 lbs component response modification factor, Rp = 2.5 component importance factor, 1p = 1 height in structure of component attachment, z= 62 ft average roof height of structure, h= 78 ft Upper Bound: Lower Bound: Vertical Component: Seismic Force +/- (0.2)(Sos)(Wp) = 28.29 lbs FP = 58.62 lbs « Controls Fp = 1.6SoslpWp = 226.36 lbs Fp = 0.3SpsIPWp = 42.44 lbs Total Vertical Force (Service) 0+ 0.7E= 165.81 Ins Horizontal Component: Seismic Force (Service) 0.7E= 41.03 Ihs Check Mounted Bracket: Eccentricity from wall: Bracket Top/Bottom Anchor Spacing: Quantity of Anchors: Moment, M: Couple force: e= 8.0 in d= 14.5 in n= 6 Wp(e)= 1168 Ib -in M/d= 80.55 Ibs Max Tension on Anchor: 80.55 lbs + 41.03 lbs 2 6 Max Shearon Anchor: 165.81 lbs 6 47.11 lbs 27.63 lbs 1/4" DIA Power Toggle Bolts Bolts go through multiple layers of plywood. Conservatively use values for 3/4" Wall Board Unity: 47.11 lbs + 27.6 Ibs 80 75 (Tension) (Shear) PMA 1 Engineering = 96% < 190% OK 056 PMA t Engineering ENGINEER: AMCM CHECKED: DATE: 1/2/2017 DATE: PROJECT: AMC Theater South Center - P16273 PAGE: 1 SHEET: 1 OF 1 1 Design Support for Wall Mounted Speakers Check Wall Studs Location: Side Walls Wall Ht 43.5 ft Max Assumed Stud Size: Stud Type 6" Min M/O = 19.75 k -in 6005162-54 Stud Spa 16 in o.c. Moment from 5psf Lateral Interior Wall Load: w12/8 = 1576.9 Ib -ft = 18.9 k -in Moment From Speaker: 584 Ib -in 0.6 kin Split between 2 studs Sum of Moments = 19.51 k -in < 19.75 k -in OK Location: Side Walls Wall Ht 37.0 ft Max Assumed Stud Size: Stud Type 6 Min M/f2 = 14.46 k -in 6005162-43 Stud Spa 16 in o.c. Moment from 5psf Lateral Interior Wall Load: w12/8 = 1140.8 lb -ft = 13.7 k -in Moment From Speaker: 584 Ib -in 0.6 k -in Split between 2 studs Sum of Moments = 14.27 k -in < 14.46 k -in OK Location: Back Walls Wall Ht 31.0 ft Max Assumed Stud Size: Stud Type 4" Min M/O = 10.39 k -in 4005162-54 Stud Spa 16 in o.c. Moment from 5psf Lateral Interior Wall Load: w12/8 = 800.8 Ib -ft = 9.6 k -in Moment From Speaker: 584 Ib -in 0.6 k -in Split between 2 studs Sum of Moments = 10.19 k -in < 10.39 k -in OK Location: Back Walls Wall Ht 23.0 ft Max Assumed Stud Size: Stud Type 4" Min M/C1= 5.91 k -in 4005162-33 Stud Spa 16 in o.c. Moment from 5psf Lateral Interior Wall Load: w12/8 = 440.8 lb -ft = 5.3 k -in Moment From Speaker: 584 Ib -in 0.6 k -in Split between 2 studs Sum of Moments = 5.87 k -in < 5.91 k -in OK "*Metal Stud Capacities From SSMA Product Technical Guide (ESR 3064) 1 057 U 4 > N .n w O O z w X N o _ z0.4 -. D 0 - < "' .. z = J¢O 9 Q J d z '> • . o z 0 N 0 ii W J z z 0 0 O 0 > 0 0 3 m m 0 h O ` O O ESTIMATED WEIGHT: z 0 F, TOTAL ESTIMATED WEIGHT = 146 ib 0 z 0 h 0 Z 0 3 ul 2 0 N 11_ H UJ U De w w d (1) ¢ uJ w z U -J J cc ccW v � O M O 0 z 0 �r z W F- U O d �0 z W z_ 0 z i 0 U Q O U O J IL 058 O O 0 PMA 1Enginee ng DOLBY CINEMA AT AMC SOUTHCENTER 16 Screen Frame Analysis & Design Auditorium #9 6717 Shawnee Mission Parkway 1 Suite 100 Overland Park, KS 66202 1 913-831-1262 1 Fax 913-831-0148 pmaengineering.com C BUILDING CODE CHECKLIST DATE: 1/18/17 RECORDED BY: TDA PROJECT NAME: Dolby Cinema at AMC — Southcenter 16 DCAP Screen Frame and Support Auditorium #9 PROJECT NUMBER: P16273.01 PROJECT ADDRESS: 3600 South Center Mall, Tukwila, WA 98188 CODES ADMINISTRATION PHONE NUMBER: CONTACT PERSON: BUILDING CODE IN FORCE: C online 2015 IBC A 001 0 TABLE 4-1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS Occupancy or Use Uniform psf (kN/m2) Conc. Ib (kN) Apartments (see Residential) Access floor systems Office use Computer use 50 (2.4) 100 (4.79) 2,000 (8.9) 2,000 (8.9) Armories and drill rooms 150 (7.18) Assembly areas and theaters Fixed seats (fastened to floor) Lobbies Movable seats Platforms (assembly) Stage floors 60 (2.87) 100 (4.79) 100 (4.79) 100 (4.79) 150 (7.18) Balconies (exterior) On one- and two-family residences only, and not exceeding 100 ft2 (9.3 m22 100 (4.79) 60 2.87 Bowl's • . • ........ , d similar recreational areas 75 (3.59) Catwalks for maintenance access ) (40 (1.922) 300 (1.33) or'. Fust floor Other floors, same as occupancy served except as indicated 100 (4.79) Dance halls and ballrooms 100 (4.79) Decks (patio and roof) Same as area served, or for the type of occupancy accommodated Dining rooms and restaurants 100 (4.79) Dwellings (see Residential) ' Elevator machine room grating (on area of 4 in 2 [2,580 mrn2]) 300 (1.33) Finish light floorplate construction (on area of 1 in.2 [645 mm2]) 200 (0.89) Fire escapes On single-family dwellings only 100 (4.79) 40 (1.92) Fixed ladders See Section 4.4 Garages (passenger vehicles only) Trucks and buses 40 (1.92)".6 Grandstands (see Stadiums and arenas, Bleachers) Gymnasiums -main floors and balconies 100 (4.79) Handrails, guardrails, and grab bars See Section 4.4 Hospitals Operating rooms, laboratories Patient rooms Corridors above first floor 60 (2.87) 40 (1.92) 80 (3.83) 1,000 (4.45) 1,000 (4.45) 1.000 (4.45) Hotels (see Residential) Libraries Reading rooms Stack rooms Corridors above first floor 60 (2.87) 150 (7.18)` 80 (3.83) 1,000 (4.45) 1,000 (4.45) 1,000 (4.45) Manufacturing Light Heavy 125 (6.00) 250 (11.97) 2,000 (8.90) 3,000 (13.40) Marquees 75 (3.59) Office Buildings File and computer rooms shall be designed for heavier loads based on anticipated occupancy Lobbies and first -floor corridors Offices Corridors above first floor 100 (4.79) 50 (2.40) 80 (3.83) 2,000 (8.90) 2,000 (8.90) 2,000 (8.90) Penal Institutions Cell blocks Corridors 40 (1.92) 100 (4.79) Residential Dwellings (one- and two-family) Uninhabitable attics without storage Uninhabitable attics with storage Habitable attics and sleeping areas All other areas except stairs and balconies Hotels and multifamily houses Private rooms and corridors serving them Public rooms and corridors serving them 10 (0.48) 20 (0.96) 30 (1.44) 40 (1.92) 40 (1.92) 100 (4.79) Reviewing stands, grandstands, and bleachers 100 (4.79)`r 12 ASCE 7-05 002 iggipint _ are. _PA'' s loo frig 4.totioo, quilnt _i1if pots v t � Is e, . h tf,ltl1? t 1,yoF.wricio a $�14tr1 stttiCtn t nirOthur'(vs vett ppair f pL idtict, our ups+• t .plattlss: . st i fQrrnnnt 1ko; i`l*Vglifretd fat issothlyofstea1 c _ 'Watsttoom, ftg LLi trf• suja.. 011 I ; (40;g>"4713411 fat; t450).i' 3< -74 1414/01.410, #101104$ .. t$ An$ 1 300.4.6311330 f.x:1-$0Dt405.011 bistatiO itE 1r.!ei Iral 3s0i4vie csixti ii$N100 i1az is (OSP) and givt+ ti rh . `t1I tVitl.:ttrr %Mb, 11 014 1xs a t}j l fat 6t—i,; s i3stbi , 4tIcienua1t4eittO &glutrtt :; Ttte OtAyfl ap-Os. ofltmlify 11. J Y Y II c\1 ) II N 0) LI -e -,O YU) II CO o 4-1 c?0 0 p _1 2 Ova JJ0 11 , Q J U (0_o00Q IIu IL J J< 9 z Z p Q_j DD Ui J z .0105 0 0 A 006 SC -444 Cinema Loudspeaker System Features • Four-way selectable, tri or quad- amplified screen channel system • Unique HF/VHF diaphragm has less mass than traditional diaphragms resulting in exceptional dynamic range, extended high -frequency response and lower distortion • LF -4215 is constructed of MDF and features single woofer chambers • Low -distortion waveguides provide highly articulate dialogue • Shallow depth (20") facilitates installation Developed specifically for the unique requirements of professional, motion picture playback, the SC -444 extends QSC's commitment to the cinema market. As a member of the DCS Digital Cinema Speaker Series, the SC -444 is a four-way, selectable tri or quad -amplified screen channel loudspeaker system comprised of three main units - the MHV-1090 high -frequency system and dual LF -4215 low -frequency systems. The MHV-1090 mid -high -very high system features a high output, hom loaded 10" midrange cone driver and a coaxial neodymium high-frequency/very high -frequency compression driver. The MHV-1090 includes a driver protection network and a passive crossover for tri -amp operation. The protection circuitry prevents low -frequency signals from damaging the high -frequency and very high -frequency driver. A high power 10" cone driver allows operation as low as 250 Hz and the advanced phase plug coupling permits a crossover point of up to 1800 Hz to the high -frequency hom. This ensures that most of the dialog range is reproduced by a single element, for unmatched intelligibility: The coaxial neodymium high-frequency/very high - frequency compression driver provides a dramatic improvement in dynamic response, clarity and transparency. The annular high -frequency diaphragm covers the frequency range between 1800 and 7000 Hz with a smooth, linear response. The large diaphragm excursion of +/-0.8 mm results in high output and increased power handling. The very high - frequency driver covers the frequency range from 7000 to 22,000 Hz and eliminates the dome break up of conventional drivers that can cause resonance and harsh, metallic sound. The LF -4215 dual 15" (381 mm) low -frequency enclosures are designed specifically to address the extended low -frequency response required for cinema applications. The dual LF -4215s cover the frequency range from 35 Hz to 250 Hz. Close Coupled Woofers (CCW), with their tight spacing between woofers, improves coupling and keeps coverage angles wide over a greater frequency range than more widely spaced designs. The SC -444 is designed for ease of installation. The MHV-1090 components come pre -assembled to reduce field assembly time. Three bolts are all that are required to secure the MHV-1090 to the top of the LF -4215 enclosure. Specifications SC -444 Nominal Coverage 90° horizontal x+20 to -30° vertical Frequency Range (-6 dB) 33 - 20 kHz Active Crossover Frequencies 250, 1700 and 6000 Hz, 24 dB per octave LF -4215 MHV 1090 Impedance 40 each MF:80 HF: 8n VHF: 8n Sensitivity 1 watt/1 meter, 102.5 dB half space Tri -amp MF:105 dB HF/VHF: 110 dB Quad -amp MF: 105 dB HF: 110 dB VHF: 110 dB Maximum Input Power' 8 hours of 6 db crest factor 800 W RMS IEC 268 noise spectrum MF: 275 W RMS MF: 275 W RMS HF/VHF: 230 W RMS HF: 150 W RMS VHF: 80 W RMS 2 hours of 6 db crest factor 1000 W RMS pink noise, 50 Hz - 20 kHz, AES method MF: 800 W RMS HF/VHF: 500 W RMS maximum Recommended Amplifier Power 1600 W RMS maximum MF: 800 W RMS • HF: 500 W RMS VHF: 300 W RMS maximum Recommended Processing Subsonic filter below 30 Hz, >18 dB per octave 4th order LR crossover at 250, 1700 and 6000 Hz via QSC DCM or QSControl.net Connectors Barrier strip screw terminals accept up to #10 AWG stranded wire Transducers Four 15" (381mm) high efficiency, extended bass woofer featuring a 4" copper voice coils MF: 10" high-effeciency, horn -loaded cone with pahse plug HF/VHF: coaxial neodymium compression driver with 3.5" (90 mm) HF diaphram and 1.75" (44 mm) VHF diaphram Enclosure Quasi B4 alignment, ported enclosure with fully flared ports, symmetrical port design, tuned to 36 Hz, constructed of MDF and heavily braced. Features vandal resistant woofer mounting bolts TilVPan Bracket ±10° vertical tilt ±10° horizontal pan Dimensions (HWD) 72" x 30" x 20.3" 39" x 30" x 20" (1820 mm x 762 mm x 516 mm) (990 mm x 762 mm x 508 mm) Weight - Net 344 lbs (156 kg) 84 Ibs (38.5 kg) System Weight 428 lbs (193.5 kg) Baffle Cut -Out 111.6" x 32" 1) Maximum input power tested in accordance with IEC 268-5 recommendations, 50 Hz -20 kHz band limiting, 6 dB signal gest factor. a. SC -444 O 0 007 Dimensions Top 21.7" 551 mm 203" 516 mm 30" 762 mm Front Specifications subject to change without notice. Side 1675 MacArthur Boulevard • Costa Mesa, CA 92626 • Ph: 800/854-4079 or 714/957-7100 • Fax: 714/754-6174 SC -444 Spec Sheet- 01/02/07 gscaudio.com .2.-: 4001301.0 -cd , -,i,:p ; ° ti ,...z;e';'....'' • ' ' re ''E 'E t?,.: i> .-',/..'4,:. , . 1 ,,:' • 44.42* ",;: .t!': ' A ii ': .'"•••'',1'' A ., ' :4, ,. • - 4 ti t,,:? I.( . i .: 4 ' - dv • , - - t k. 1" -. i]5, '''.‘ ' ., c 6r , !.. :( .. e ' *. ,_, . (.,,,` . f . ',.‘• i ,..,,, . " ..." 4 401401iC6 Oita rit k010t10Yitigi-0,100'"4 $404.0000*. .1640. 4 ft 4-.1i/00,bekititolyal4 0,445.1tii 1:00.0,104-4: ' .#46.1iy. ii:•*.i4kati,9f*iiiti.th ,.: •rilti... ft 7-1$4,0:471145.•- , . 04.. 74414: vftt* 50.00kigi,i-,4i 5 liffikifi, tt •AlA0'.*.iCiPoOftv --ii411e0 • .6•41 q4-ttotti!fos.PoO. _ tiii41*.(0- liA*00.00:mativrOifortlft #1*.ititi4.boliiik • . . Oifit010440.000, . . 008 1 0 O 0 OE o-.9 Screen Systems 0 Lc) 0 N oo O 0 DRAWING TITLE: N G. DESROCHES APPROVED BY: 0 0 0 m 0 DRAWING NUMBER: 0 0 s X”' 0 J F¢ - w 0 WEIGHT = 5.7 PLF LIST OF MATERIAL DESCRIPTION W Ocv O E ! E C Ln 0) (Y) a 212121 �21a2121v2121212121212121212121210 2121 S� 11120 0 21 21 21 21 21 21 21 21 21 21 21 21 21 21 0 21 21 21 —2100000000000000e-eveo—o 21002121000 0000 000 0 C102111000 00 «1 E E r Cfl 0 A 010 N Screen Systems U w 0 d 0 CO w ui 0 0 DRAWING TITLE: WRAP AROUND DRDIT CO 0 N 3 w w CO co APPROVED BY: T- O N O W O co WEIGHT = 2.9 PLF DRAWING NUMBER: LISTE DE MATERIEL DESCRIPTION Tube 0 1.75 x 'Ep. x 20' Plaque extremite WA (02-154) Screen Systems / ƒ / CO / J DRAWING TITLE: Supports plancher 24" k / \ \ APPROVED BY: CO CO DRAWING NUMBER: N O 011 NOTES 12+r5'FAIN'11y1UPPREQUIRED Bk1WEE4, SCREEN AND BAFFLE WAL*LwzASSE A BCT. `�a't?s fi Auditorium #9 56 SHA <EPS AT BACK OF I BAFFLE WALL MRIM 5.4.2 upm KU SIM TM, MD MIL 1.7120.4 SECTION ELEVATION end Md.. rptel mftia•Mi.venda."‘MiorromMMI• pas. respmMtlyaIMMIDM nal MM. In allMe [1. Mumma. .114 erml mmoMMT Meat M. Mt MY m DOLBY CINEMA REFERENCE SCREEN SHAKER MOUNTING DETAIL TO BAFFLE WALL DtrAt CONFIDENTIAL INFORMATION© 2017 Dolby Laboratories. All rights reserved. Dolby and the double—D symbol are registered trademarks of Dolby Laboratories. Compliance with any regulatory requirements associated with auditorium design, construction, and / or renovation is the sole responsibility of the exhibitor. 01' 3' 6' 10' 15' FEET 0 METER 1m 2m 5m DATE: 2017-0112 DOLBY CINEMA AT AMC SOUTHCENTER AUDITORIUM #9 SCREEN SHAKER LAYOUT usel s Design Maps Summary Report User -Specified Input Report Title Southcenter DCA Mon October 24, 2016 21:17:10 UTC Budding Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45817°N, 122.25494°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 01SGS-Provided Output S5 = 1.453 g Si = 0.542 g SMS = 1.453 g SM1= 0.812g Sps = 0.969 g b s„ = 0.542 g SL(SmIC 11)6S)(0) / e4011- U,o .Y 1' For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 M 0.90 0.75 0.60 0.45 0.30 0.15 0.00 MCER Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (set) 1.10 1.00 D.90 0.90 0.70 cI 0.60 M 0.50 0.4 0.30 0.20 0.10 0.0 Design Response Spectrum .00 0.20 0.40 0.60 0.20 1.00 1.20 1.4 Period, T (see) curacy of the data contained therein. This toot is not a substitute for technical subject -matter knowledge. 0 0 13.4.3 Installation Conditions. Determination of forces in attachments shall take into account the expected conditions of installation including eccentricities and prying effects. 13.4.4 Multiple Attachments. Determination of force distribu- tion of multiple attachments at one location shall take into account the stiffness and ductility of the component, component supports, attachments, and structure and the ability to redistribute loads to other attachments in the group. Designs of anchorage in concrete in .accordance with Appendix D of ACI 318 shall be considered to 'satisfy this requirement. 13.4.5 Power Actuated Fasteners. Power actuated fasteners shall not be used for tension load applications in Seismic Design Categories D, E, and F unless approved for such loading. 13.4.6 Friction Clips. Friction clips shall not be used for anchor- age attachment. 13.5 ARCHITECTURAL COMPONENTS 13.5.1 General. Architectural components, and their supports and attachments, shall satisfy therequirements of this section. Appropriate coefficients shall be selected from Table 13.5-1. EXCEPTIONS: Components supported by chains or otherwise sus- pended from the structure are not required to satisfy the seismic force and relative displacement requirements provided they meet all of the fol- lowing criteria: 146 A 014 1. The design load for such items shall be equal to 1.4 times the oper- ating weight acting down with a simultaneous horizontal load equal to 1.4 times the operating weight. The horizontal load shall be ap- plied in the direction that results in the most critical loading for design. 2. Seismic interaction effects shall be considered in accordance with Section 13.2.3. 3. The connection to the structure shall allow a 360' range of motion in the horizontal plane. 13.5.2 Forces and Displacements. All architectural compo- nents, and their supports and attachments, shall be designed for the seismic forces defined in Section 13.3.1. Architectural components that could pose a life -safety haz- ard shall be designed to accommodate the seismic relative dis- placement requirements of Section 13.3.2. Architectural compo- nents shall be designed considering vertical deflection due to joint rotation of cantilever structural members. 13.5.3 Exterior Nonstructural Wall Elements and Connec- tions. Exterior nonstructural wall panels or elements that are at- tached to or enclose the structure shall be designed to accommo- date the seismic relative displacements defined in Section 13.3.2 and movements due to temperature changes. Such elements shall be supported by means of positive and direct structural supports or by mechanical connections and fasteners in accordance with the following requirements: TABLE 13.5-1 COEFFICIENTS FOR ARCHITECTURAL COMPONENT Architectural Component or Element ape Rpb Interior Nonstructural Walls and Partitions" Plain (unreinforced) masonry walls . 1.0 1.5 All other walls and partitions 1.0 2.5 Cantilever Elements (Unbraced or braced to structural frame below its center of mass) Parapets and cantilever interior nonstructural walls 2.5 2.5 Chimneys and stacks where laterally braced or supported by the structural frame 2.5 2.5 Cantilever Elements (Braced to structural frame above its center of mass) Parapets 1.0 2.5 Chimneys and Stacks 1.0 2.5 Exterior Nonstructural Walls" 1 0b 2.5 Exterior Nonstructural Wall Elements and Connections" Wall Element 1.0 2.5 Body of wall panel connections 1.0 2.5 Fasteners of the connecting system 1.25 1.0 Veneer Limited deformability elements and attachments 1.0 2.5 Low deformability elements and attachments 1.0 1.5 Penthouses (except where framed by an extension of the building frame) 2.5 3.5 Ceilings All 1.0 2.5 Cabinets Storage cabinets and laboratory equipment 1.0 2.5 Access Floors Special access floors (designed in accordance with Section 13.5.7.2) 1.0 2.5 All other 1.0 1.5 AA e d Ornamentations 2 �.5 Signs and Billboards � 2.5 2.5 Other &iglu components High deformability elements and attachments 1.0 3.5 Limited deformability elements and attachments 1.0 2.5 Low deformability materials and attachments 1.0 1.5 Other Flexible Components High deformability elements and attachments 2.5 3.5 Limited deformability elements and attachments 2.5 2.5 Low deformability materials and attachments 2.5 1.5 "A lower value for ap shall not be used unless justified by detailed dynamic analysis. The value for ap shall not be less than 1.00. The value of ap =1 is for rigid components and rigidly attached components. The value of ap = 2.5 is for flexible components and flexibly attached components. See Section 11.2 for definitions of rigid and flexible. "Where flexible diaphragms provide lateral support for concrete or masonry walls and partitions, the design forces for anchorage to the diaphragm shall be as specified in Section 12.11.2. ASCE 7-05 0 0 0 A 015 TABLE 15.4-2 SEISMIC COEFFICIENTS FOR NONBUILDING STRUCTURES NOT SIMILAR TO BUILDINGS NonbuildIng Structure Type Detailing Requirements° STRUCTURAL SYSTEM AND HEIGHT L MITS (ft.)a,d R no Cd A& R C D EF Elevated tanks, vessels, bins, or hoppers: On symmetrically braced legs (not similar to buildings) On unbraced legs or asymmetrically braced legs (not similar to buildings) Single pedestal or skirt supported - welded steel - welded steel with special detailing - prestressed or reinforced concrete - prestressed or reinforced concrete with special detailing 3 2 2 3 2 3 2" 2" 2" 2" 2" 2" 2.5 2.5 2 2 2 2 NL NL NL NL NL NL NL NL NL NL NL NL 160 100 NL NL NL NL 100 60 NL NL NL NL 100 60 NL NL NL NL 15.7.10 15.7.10 15.7.10 15.7.10 and 15.7.10.5 a and b. 15.7.10 15.7.10 and 14.2.3.6 Horizontal, saddle supported welded steel vessels 15.7.14 3 2" 2.5 NL NL NL NL NL Tanks or vessels supported on structural towers similar to buildings 15.5.5 Use values for the appropriate structure type in the categories for building frame systems and moment res'sting frame systems listed in Table 15.4-1. Flat -bottom ground -supported tanks: Steel or fiber -reinforced plastic: Mechanically anchored Self -anchored Reinforced or prestressed concrete: reinforced nonsliding base anchored flexible base unanchored and unconstrained flexible base All other 15.7 3 2.5 2 3.25 1.5 1.5 2" 2" 2" 2" 1.5" 1.5" 2.5 2 2 2 1.5 1.5 NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL Cast -in-place concrete silos, stacks, and chimneys having walls continuous to the foundation 15.6.2 3 1.75 3 NL NL NL NL NL All other reinforced masonry structures not similar to buildings 14.4.1 3 2 2.5 NL NL NL 50 50 All other nonreinforced masonry structures not similar to buildings 14.4.1 125 2 1.5 NL NL 50 50 50 All other steel and reinforced concrete distributed mass cantilever structures not covered herein including stacks, chimneys, silos, and skirt -supported vertical vessels that are not similar to buildings 15.6.2 15.7.10 and 15.7.10.5 a and b. 3 2 2.5 NL NL NL NL NL Trussed towers (freestanding or guyed), guyed stacks and chimneys 15.6.2 3 2 2.5 NL NL NL NL NL Cooling towers Concrete or steel Wood frames 3.5 3.5 1.75 3 3 3 NL NL NL NL NL NL NL 50 NL 50 Telecommunication towers Truss: Steel Pole: Steel Wood Concrete Frame: Steel Wood Concrete 15.6.6 Nx N. 3 1.5 1.5 1.5 3 1.5 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3 1.5 1.5 1.5 1.5 1.5 1.5 zzzzzzz NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL NL Amusement structures and monuments 15.6.3 \ N, 2 2 2 NL NL NL 'NL NL Inverted pendulum type structures (except elevated , • bins, and hoppers) 12.2.5.3 2 2 NL NL NL NL NL 3.5 1. 3 NL NL NL NL NL �.rian Signs and billboards i porting structures, tanks, or vessels not covered above or by reference standards that are similar to buildings 1 5 NL NL 50 50 50 °NL = no limit and NP = not permitted. Heights shall be measured from the base. "See Section 15.7.3a for the application of the overstrength factors, 12o, for tank and vessels. `If a section is not indicated in the Detailing Requirements column, no specific detailing requirements apply. dFor the purpose of height limit determination, the height of the structure shall be taken as the height to the top of the structural frame making up the primary seismic force -resisting system. 4. The vertical distribution of thelateral seismic forces in non - building structures covered by this section shall be deter- mined: a. Using the requirements of Section 12.8.3, or b. Using the procedures of Section 12.9, or c. In accordance with reference document applicable to the specific nonbuilding structure. 5. For nonbuilding structural systems containing liquids, gases, and granular solids supported at the base as defined Minimum Design Loads for Buildings and Other Structures in Section 15.7.1, the minimum seismic design force shall not be Less than that required by the reference document for the specific system. 6. Where a reference document provides a basis for the earth- quake resistant design of a particular type of nonbuilding structure covered by Chapter 15, such a standard shall not be used unless the following limitations are met a. The seismic ground accelerations, and seismic coeffi- cients, shall be in conformance with the requirements of Section 11.4. 163 O Chapter 13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS 13.1 GENERAL 13.1.1 Scope. This chapter establishes minimum design criteria for nonstructural components that are permanently attached to structures and for their supports and attachments. 13.1.2 Seismic Design Category. For the purposes of this chap- ter, nonstructural components shall be assigned to the same seis- mic design category as the structure that they occupy or to which they are attached 13.1.3 Component Importance Factor. All components shall be assigned a component importance factor as indicated in this section. The component importance factor, Ip, shall be taken as 1.5 if any of the following conditions apply: 1. The component is required to function for life -safety pur- poses after an earthquake, including fire protection sprinkler systems. 2. The component contains hazardous materials. 3. The component is in or attached to an Occupancy Category IV structure and it is needed for continued operation of the facility or its failure could impair the continued operation of the facility. All other components shall be assigned a component importance factor, Ip, equal to 1.0. 13.1.4 Exemptions. The following nonstructural components are exempt from the requirements of this section: 1. Architectural components in Seismic Design Category B other than parapets supported by bearing walls or shear walls provided that the component importance factor, I ,, is equal to 1.0. 2. Mechanical and electrical components in Seismic Design Category B. 3. Mechanical and electrical components in Seismic Design Category C provided that the component importance factor, is equal to 1.0. 4. Mechanical and electrical components in Seismic Design Categories D, E, and F where the component importance factor, Ip, is equal to 1.0 and either: a. Flexible connections between the components and asso- ciated ductwork, piping, and conduit are provided. b: Components are mounted at 4 ft (1.22 m) or less above a floor level and weigh 4001b (1780 N) or less. 5. Mechanical and electrical components in Seismic Design Categories D, E, and F where the component importance factor, Ip, is equal to 1.0 and a. Flexible connections between the components and asso- ciated ductwork, piping, and conduit are provided. b. The components weigh 201b (89 N) or less or, for dis- tribution systems, weighing 5 lb/ft (73 Nim) or less. A 016 13.1.5 Applicability of Nonstructural Component Require- ments. Where the weight of a nonstructural component is greater than or equal to 25 percent of the effective seismic weight, W, defined in Section 12.7.2, the component shall be classified as a nonbuilding structure and shall be designed in accordance with Section 15.3.2. Nonbuilding structures (including storage racks and tanks) that are supported by other structures shall be designed in accordance with Chapter 15. Where Section 15.3 requires that seismic forces be determined in accordance with Chapter 13 and values for RI, are not provided in Table 13.5-1 or 13.6-1, Rp shall be taken as equal to the value of R listed in Section 15. The value of ap shall be determined in accordance with footnote a of Table 13.5-1 or 13.6-1. 13.1.6 Reference Documents. Where a reference document provides a basis for the earthquake -resistant design of aparticular type of system or component, that document is permitted to be used, subject to the approval of the authority having jurisdiction and the following conditions: a. The design earthquake forces shall not be less than those de- termined in accordance with Section 13.3.1. b. Each component's seismic interactions with all other con- nected components and with the supporting structure shall be accounted for in the design. The component shall accommo- date drifts, deflections, and relative displacements determined in accordance with the applicable seismic requirements of this standard. 13.1.7 Reference Documents Using Allowable Stress Design. Where a reference document provides a basis for the earthquake - resistant design of a particular type of system or component, and the same reference document defines acceptance criteria in terms of allowable stresses rather than strengths, that reference docu- ment is permitted to be used. The allowable stress load combina- tion shall consider dead, live, operating, and earthquake loads in addition to those in the reference document. The earthquake loads determined in accordance with Section 13.3.1 shall be multiplied by a factor of 0.7. The allowable stress design load combina- tions of Section 2.4 need not be used. The component or system shall also accommodate the relative displacements specified in Section 13.3.2. 13.2 GENERAL DESIGN REQUIREMENTS 13.2.1 Applicable Requirements for Architectural, Mechani- cal, and Electrical Components, Supports, and Attachments. Architectural, mechanical, and electrical components, supports, and attachments shall comply with the sections referenced in Table 13.2-1. These requirements shall be satisfied by one of the following methods: 1. Project -specific design and documentation prepared and submitted by a registered design professional. Minimum Design Loads for Buildings and Other Structures 143 A 017 0 PMA ( Engineering ENGINEER: CMA DATE: 1/19/2017 PAGE: 1 CHECKED: DATE: SHEET: 1 OF 1 PROJECT: AMC Southcenter - DCAI Screen Frame and Support, Auditorium #9 Screen Frame and Support Dead Load Open Steel Planks 3 psf x 270 sf = 810 lbs 12" Plank Supports 5 lbs x 51 qty = 255 lbs Support Beams 3.5 plf x 370.0 ft = 1,295 lbs Truss Uprights 5.7 plf x 120.0 ft = 684 lbs X -braces 5 lbs x 19 qty = 95 lbs Screen Support Wrap Frame 2.9 plf x 150.0 ft = 435 lbs P1000 Screen Brackets 1.9 plf x 32.0 ft = 61 lbs OScreen Fabric 0.1 psf x 1,300 sf = 130 lbs Ladder 90.0 ft x 5 plf = 450 lbs Screen Shakers 6 lbs x 56 qty = 336 lbs P4100T Unistrut for Shakers 3.0 lbs x 56 qty = 168 lbs P1000 Unistruct for Shakers 1.9 plf x 480.0 ft = 912 lbs Baffle Wall 2.5 psf x 680.0 sf = 1,700 lbs Sub -Total 7,331 lbs Miscellaneous 10% 733 Total Screen Support Structure Weight 8,064 lbs Speakers 450.0 lbs x 5 qty = 2,250 lbs Total Weight With Speakers 10,314 lbs 0 Printed on: File Name: 03 Excel Calcs 1/24/2017 @ 11:43 AM Sheet: DL Calc Sheet Template Page 1 of 1 A 018 PMA 1 Engineering CENGINEER CMA 0 DATE: 1/19/2017 PAGE: 1 CHECKED: DATE: SHEET: 1 OF 1 PROJECT: AMC Southcenter - DCA' Screen Frame and Support, Auditorium #9 Seismic Base Shear for Non -Buildings, Equiv Lateral Force Procedure: IBC 2012 (ASCE 7-10) Input Data: Code Reference: Risk Category: Importance Factor: Site Soil Class: Short Period Spectral Acceleration, Ss: Long Period Spectral Acceleration, S1: Site Coefficient, Fa: Site Coefficient, Fv: Response Modification Coefficient, R: Approximate Building Period Parameter, CT: Approximate Building Period Parameter, x: Long Period Transition Period, TL (sec): Building Height Above "Base", h„ (ft): III 1.25 D 145.3% 54.2% 1.00 1.50 3 1/2 0.020 0.750 12 100 Table 1.5-1 Table 1.5-2 Table 20.3-1 Figure 22-1 Figure 22-2 Table 11.4-1 Table 11.4-2 Table 12.2-1 or 15.4-1 or -2 Table 12.8-2 Table 12.8-2 Figure 22-12 Calculated Data: Code Reference: Short Period, Specral Response, SMs= Fa*Ss 1 sec. Period, Spectral Response, SMI=FV`S1 Short Period, Design Response, SDs = 2/3'SMs 1 sec. Period, Design Response, SD1 = 2/3`SM1 Seismic Design Category, Short Period: Seismic Design Category, 1 sec Period: Seismic Response Coefficient, Cs = Sos/(R/I) Approximate Fundamental Period, Ta = CT`h„ X (sec) CsMAx = SD1/((R/I)`Ta) CSM = SD1*TL/((R/I)•Ta2) CsMIN = 0.044 SDs I > 0.03 V CSMIN = 0.5'S1/(RAE) Therefore: 1.453 Eqn. 11.4-1 0.812 Eqn. 11.4-2 0.969 Eqn. 11.4-3 0.542 Eqn. 11.4-4 D <----CONTROLS Table 11.6-1 D <----CONTROLS Table 11.6-2 0.346 Eqn. 12.8-2 0.632 Eqn. 12.8-7 0.306 <----CONTROLS Eqn. 12.8-3 Eqn. 12.8-4 0.053 Eqn. 15.4-1 Eqn. 15.4-4 N/A N/A V = 0.306 W 0 0 A 019 PMA 1 Engineering ENGINEER: CMA DATE: 1/19/2017 PAGE: 1 CHECKED: „SATE: SHEET: 1 OF 1 PROJECT: AMC Southcenter - DCAI Screen Frame and Support, Auditorium #9 AMC Theater - Screen Seismic Load Perpendicular To Screen The screen structure is supported laterally by the building structure. Therefore, in accordance with ASCE 7-10 Section 15.3.1, the design seismic forces of the screen structure shall be determined in accordance with Chapter 13, where the values of Rp and ap shall be determined in accorance to Section 13.1.5. ap = 2.50 Signs & Billboards Table 13.5-1 Ip = 1.00 All Other Components Sect 13.1.3 Rp = 3.00 Signs & Billboards Table 13.5-1 z/h = 0.50 Wp = 10,314 Ib See Below SDS = 0.969 See Other Calc Screen Structure Wt = 8,064 Ib See other calc Speakers (3 @ 300 Ib each) = 2,250 Ib See attached Wp = 10,314 Ib Fp = 0.4*ap*SDS*Wp [1+2*(z/h)] = 6,660 Ib Eq. 13.3-1 (Rp/Ip) But not greater than: Fp = 1.6*SDs*Ip*Wp = 15,985 Ib Eq. 13.3-2 But not Tess than: Fp = 0.3*SDs*lp*Wp = 2,997 Ib Eq. 13.3-3 Governing Value of Fp Concurrent Vertical Force 0.2*SDS*Wp 6,660 Ib 1,998 Ib 0 PMA 1 Engineering ENGINEER: CMA DATE: 1/19/2017 CHECKED: DATE: d PAGE: 1 SHEET: 1 PROJECT: AMC Southcenter - DCA' Screen Frame and Support, Auditorium #9 OF 1 A 020 1 AMC Theater - Screen Seismic Load Veritical Distribution Seismic Load Perpendicular To Screen: Level Fp = Frame Wt = Floors = 6,660 Ib See other Calc 8,064 Ib See other Calc 5 wx (Ib) hx (ft) wxhx (Ib -ft) Cvx V (Ib) Speaker wt (Ib) Speaker Count 6 - - - 0 5 1,008 29.19 29,423 0.17 1,128 - 0 4 2,016 24.35 49,089 0.28 1,882 0 3 2,016 18.52 37,336 0.21 1,431 - 0 2 4,266 12.35 52,685 0.30 2,020 450 5 Speakers on this Level 1 1,008 5.18 5,221 0.03 200 - 0 10,314 173,754 1.00 6,660 OSeismic Load Parallel To Screen: O V = CsW = 3159 Ib See other Calc Level wx (Ib) hx (ft) wxhx (Ib -ft) Cvx V (Ib) Speaker wt (Ib) Speaker Count 6 - - - 0.00 - 0 - 5 1,008 29.19 29,423 0.17 535 0 - 4 2,016 24.35 49,089 0.28 892 0 - 3 2,016 18.52 37,336 0.21 679 0 - 2 4,266 12.35 52,685 0.30 958 450 5 Speakers on this Level 1 1,008 5.18 5,221 0.03 95 0 - 10,314 173,754 1.00 3,159 O O 0 A 021 AWNW `-Arw:Aw. 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AtZtf4+oc drl = S»"i 1 W5 Include Shear Deformation? Yes liiditISO'.NallinptCAP8City5forUUnd?Aa: . Include Warping? Yes Trail ss_ Lo adt B ti/n11 n tersest I ngaWOo'diWa I I?r? sY,es?t rtir?;r;ali ae 7 I n xrSds`-W57:, Area Load Mesh (in^2) 144 MerpegoleritnedfOri .w t tt f 12vm51,. tm: ?[ , P -Delta Analysis Tolerance 0.50% IncfudelF1-!DeltalforkWalis? ko-^ aNt.1 Automatically Iterate Stiffness for Walls? Yes MaiilferaUonsifokWellr`Stiffne`ss7i< v'Xti Gravity Acceleration (Msec^2) 32.2 Wa111Mesh7Sizer(In) Ck ?&=.W 441 124 ;M';rghti:M'K r. i' "Sir Eigensolution Convergence Tol. (1.E-) 4 VerticallAXis°:,:S=.:.r'S.i,M_'ttF4tit.'3ts`i2. l? 1kfsrxro t acrx azta/alif.V Global Member Orientation Plane _ XZ StittiOSOI-Verg4AVittt 3SparseAcceleratedallittW i 5 timer Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): ASD Adl"u"st?Stlffness?3, k xk� 1111;' 5 A ta(Iteratfite) .,a2s":;,5,?:MElf" :'aW'A'r RISAConnection Code Al SC 14th(360-10): ASD CciltfESriiieStSteeRCO'det FA(SItS't00.107FASD • it, zfii a w v`t5 Wood Code AWC NDS -12: ASD WootlTe ib ratiirB .i "Qt,"417.4strii;MI tiX"rloOFrakis tt.R.?,vrIi§f ntc g Concrete Code ACI 318-11 MascnryiCbdetiPM,Z ,,ntit• i*t1 /AC 1(530-41 ASD'Frx�i54 Aluminum Code AA ADM1-10: ASD - Building Numberof Shear Regions 4 Reglon:SpacirigAritfement (in) Biaxial Column Method Exact Integration P,arrfle";Beta)Facterf(PGAMW`tato arae Concrete Stress Block Rectangular Use Cracked Sections?Hes ht ta, at .. Use Cracked Sections Slab? Yes Bad:F.raliiihtMamiriti§Mr i V,Vf Unused Force Waminqs? 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Zi ',:,,:,=,,,..:,,..',; it ,r1„4,..,, A p ,,,,i',,, :::1,:,,,,,:; 41) s 4 r4p,k!i.- :,.• i„:40.,i. v41F,0i,• ' r i-' - :..,, t'e - -: ..>-,.,; i ,v -.1i,4i,*,,•,,-. '4..”.?;. ,,-T,:-,"e : e: 1 A !1ig •,-. 4,w ,l,'• . -,. ' n r, 'irc'.4k-y„Fi m iiA/ •.-. e. •..., ti mom' :0N00-u,n,„:„,,,z,,,,,„m,r.t.N.0..mmc9m.m...g)0.,00510,1-:v9:10„Tcopmco.com0,1,,,„„,,,„,?,vo fcsomtcsin .:1-6, 4n, '.,40 u )1 4 „0, R 4?,i ',.,5, FA ff TA 60,N.00,4-0,1,w-01.,00,0-0100Nc0.100F‘03(003,rcqw0-,,,mm.r )1) It V 1!.:. 4',;'N --,v, ht orroA0 olf ."4; q, ,,„. !:;; 0 4 • ,r,i 4 3,,. ,7 ,,P 3t- i '' ,„m,0 p 'z `'Ni•O ' X Z 00000000nla%mmmes 2 p M 'k? 4 P gF % r, ; t4, v ol—nFoot—.. 2 M .) 1404TA :k, ; M 22 .5; tgcf70000"ooa"na9P '1 41 ,,•1,:1A10o 4g :4,, .,, .v..*-.."°“°m..R..P.r,TRRigc9JAZ:174c7tgc7fcmcv: 2-.22.7-.Y ,4 • "2"""'"Qa":)"”" 7.-'-,.. I"' 1.s• V...COO-.-0J g '• , , ' .4...000000,-01,7 ' - —„-41 10,,,0“1,4.001>M00.0)0,-m0.1M - c4'6'4 cv- cv U)10,-, cm oicNiNN :,„ 'cv,,c464‘.....0,.-',4,-..',4, li v . ,pi , . ,1: , 43. 4 . vg ,m• ti, !%, ...,1,...,.....:1, , q , ;.tk; ;.1 ,..11.-,... r.. „1 .. :14 V .* , ... , , NMt,•-• ,C"-W,MT,r)MV-ZtVrtall2VTuIrL°T"-"Vng'DTW?(D1-5"/V--P° .0700--01 -: mt V0t1.,-NcInOWN-1000,-TMM,410.101.--MMO,- -1 0) 0)1 '0)' 41zit 4, z:, ;-,'" 0)7 AY; CVM,V0A01,-mMO YF ,, 1.'n 1,,, "!•E' 5',, M.V.Opi,ipmQ1.-c42,,p2wave, :,,i A )1, 4 _ 41 _ i!1 _ ,. 01 co as 10. LL 10 0 10 01 10 0 .10042 ; 0 • 2 6 10 0 0 E 034 0 0 0 0 0 c.) 0 co 0 00) FA I_ Reaction log; 1V 10 010 MCCIXCe g , vs 0 I—Reaction =Rregotii5fiRtl Reaction Reaction Rtlt Reaction 1010 00 110 (0 00101 WW FaPi '7:1V0 Z .• .1 1 ":IWO q-..• -:z.:1 ,vg.l. 0.1?.0) >, 9J i-,1-141- A .,'fl '9 V F./4; :,Y 4i -,, , .chl ;3 R.n, ,',' qf - "' A = -' .. ' - 1a.4 :, ,.gi, • 0 41441) 4) ! :/..,: Cgg'SSIE. Etpt8—,-5i azoTaz WWWWWW v 'or.; . 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I7-% 0)0)0)0)0)0)0)0)0)0)0)0)0)0)0)0)0)0)(0to QQ:'$' t'Yi 0000 ISN.0, 'w o000000r0 N'r 'k �' I tf) 00 rtr Q¢QQQ :it t0 t- �# g to 01.00 r N QQQ¢o: � o00)000 N N i)if; 003000 Is r r r v ¢�3¢r,¢QQ¢c¢ o'0 N N 1i1 100 U) 000'000000.0 r'Nrr laN0)0)1-f)0)1l)0)11)11)N �2" 4L 1010 cmtecctrww 1. to 001() N N O. SC O. 0000 N r Q«< -aJ�' U)I1 Nr 3 5 o Q 0 ZZZZ 7rX None N o 4c 0 zzzzgzzzzzzzzz.zzzzzzzzzzzz A_" °" _u 8 m m 0 m S S 0) W 0 op; z< b m m 0 S S= 0) m 0)0 Mt ? t3 1°. m 0010101 S m N 0 '£ ' ` 8 i8 m SSS Pj' N�0 0 0 !8 0m m m S S N 0 cc re ,s E 0 0 0 S S= }) m N c cc 0 o"o ;� m 0 m 2 N N c)c o :! ';r E, ,m m m 2 2= M1 0) N. N 0)c 0,0 0 o 0 0 3) 4 ti ,r2UB m m Lo 0 0 0 0 S =SSS m N c o o y t d im m m m , m N c c)c 0 o Yra 1-k'• 8 8 .m m 0 m S gra'.1032MiSega HBracelMIMMINIMI HBrfl": \.•- HBrac None N 0) 'fc cc 0 op :ZZZZ cqt z m m 0 m ZS HBraee \.e: HBrace\.r- HBM-6 IMEMMEEN HBrace . None auoN - •aeiBH IMIrigaMIManeigH EZE2MXIORPJP8B N 0 C c°c 0 010 zzzzzzzzzzzzz 'k d m '° 0 0 2 N m cc op nG,: # 1-F u m m E 0 0 0 -.T Y 0 N C C 0 0 ' yi 8 8U m m m 0 -. ),,N cy. 0 0 8 m m 0 0)•6'N CSC 0 0 t 8,8 0 m N,(0 c; Checked By: PMA 0) 0:li pro. - .01:1,6, 0 In . 0-00 or8 0 43 0 00 cvo 0t) pick 0 to 0 ;Is 0 1:. I:, ral 0,0 0 >, > t» ;?. > 4?, > ?., ,>.% > >!-> >1Y > c>> 1p• >1> »4»e»,>>,>.>;>.>t > F» :?; >> > 1-E. 1- 1e F.- 17 1- FT 1- 14- 1-!- F- It 1- It 1- 17L‘ 1- 1- It 1- yg• 1- , I -I- 1.. 1-tt 1- it 1- )7, I- t 1- 1- IV- fr 1- 114 1 - ii Mmr6 'friel'i,im'mm6mom.oimmc.ici,6 '..' *.4 • A w ' -"°°.(-9( ^..7.''''. '---.'--Mg:AgNg.gggigeAmMT, '-'-- <<kt-ot.os<<<<<<¢¢‹. <0,:c< ,.-• ,:. .., •. .,.. ,., ,..‹ <QT.( <,< <C? * -I,': •,` ,,, ,,, R v, 5,- 454 ,.. 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OON000MWm,m6,,,,,rem.0Momb .0),'1,0.4TCYCO>M00...tN 40Mtbm'P>MWMWO4DOWWC,10,51DW*10t4r--J4, No4,,, piCVNNNMPANIsiNql ,„ ',,, i, ,i ,,,,N,ii i, -1, &...-.-.C.044SCV,4,4N CZ1.1 Jr.!r., W if) ;6 g0 01? 11'igc '41 n,. V. VJ %I Y 4 0 a,l' ,10 q, 1,:;; %v. .‹, tm m 1, :-v. lip (s, ,-,2 P m Iv *:io".6c.rco ,Dorr,como,c0noamocon.comor-NoTrApor,com ,,..'„,.._,,_ o. .,icv.Neqo.lmmm,mmsommmmv.V7A-li.1-441.1._ M ItZterftYremzW=WWWWCGWMAZWIZWWzYYXY.SYxY.Xy&ksey'seky OCYOUOLWO., .00000UOCOUOUtOOGUg Q 'gr,WwWWWwWW WWwWwWWWWW.MumWtem55___: __'._ ' ggg TM' 0) 0- 3 to 10) al a) Label I Release J Release I Offsetgn] J Offsetgn] T/C Only Zgaical Gail Inactive Seismic Design ,. 1 M1 ....'OM= None X-2'M2tti,1 aY•7,40...911.'.'; rOAlitfei4.14 iire*Meal. •Kt',',INA..1,..,.e'ZiVi5MZ.*V.; ?,;:',....seigl'A '.1-tr..,11), rsitVitSiiR iM:iN'olitinzT 3 M3 Yes None V4s..fi cOMMV-Ig:• W=1,7g.t.ffiin •-•li'l!..Viaic#9,..V.k.r.r.ftl.,;.*2 :7if.•..i,S.:.".r.,..TR. 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N .(n 2 ( mm'f0 10..<v7v. . ,, rf�r mmm 44, A fOmmm000MWmmmmmmWmmmWm•mm :10"0Y' i).16 t0 O U11!](OP@N(0. di 0 \"N:,-�: to If)` NN(nN 10t0101O (70(0(n N 0 Nii A 065 X Y PMA Engineering CMA P16273.01 AMC SouthCenter 16 - DCAI Screen Frame, Aud #9 Column Reactions Jan 24, 2017 at 1:42 PM Southcenter 16 Screen Frame.r3d C C C FOR COLUMN REACTION TABLE (kips) X Y Z 1 max 0.013 14 1.33 22 0.029 3 min -0.004 12 0.316 7 -0.027 14 2 max 0.004 14 1.324 20 0.03 5 min -0.013 12 0.315 7 -0.026 12 5 max 0.005 24 2.174 22 -0.005 9 min -1.058 3 -1.422 3 -0.168 12 6 max 1.057 5 2.161 20 -0.005 9 min -0.005 16 -1.421 5 -0.168 14 DN UP LAT front R1 1.33 N/A 0.03 back R2 2.17 -1.42 1.06 X Y Z 3 max 0.003. 24 2.083 20 0.035 3 min 0 9 0.373 7 -0.022 16 4 max 0 9 2.118 22 0.032 5 min -0.003 24 0.397 7 -0.027 24 7 max 0.002 20 2.216 22 0.015 3 min -0.002 22 0.389 7 -0.026 24 8 max 0.002 20 1.956 20 0.035 22 min 0 6 0.352 7 -0.012 7 9 max 0.793 14 2.085 22 0.07 5 min -0.998 3 -0.358 3 -0.084 12 10 max 0.998 5 2.122 2 0.069 3 min -0.795 12 -0.318 5 -0.086 14 11 max 0.869 14 2.14 2 0.03 5 min -0.933 3 -0.015 3 -0.04 24 12 max 0.935 5 2.174 2 0.044 4 min -0.869 12 -0.053 5 -0.024 15 DN UP LAT front R3 ' 2.22 N/A 0.04 back R4 2.17 -0.36 1.00 Note: UP and LAT are service level seismic Toads using 0.7E., 066 0 0 A 067 3 , {(1 \I 1, ss----- 1 wi4/ u. f` i\ PMA Engineering CMA P16273.01 j AMC SouthCenter 16 - DCAI Screen Frame, Aud #9 Lateral Strut Reactions Jan 24, 2017 at 1:44 PM Southcenter 16 Screen Frame.r3d 0 0 FOR LATERAL STRUT REACTION TABLE (kips) Z overstr max max x 2.5 277 max 0.111 17 0.111 0.224 0.56 min -0.067 8 0.067 278 max 0.103 17 0.103 3rd H3 min -0.071 8 0.071 level 279 max 0.184 17 0.184 min -0.151 8 0.151 280 max 0.224 18 0.224 min -0.132 7 0.132 281 max 0.224 18 0.224 min -0.132 7 0.132 282 max 0.215 17 0.215 min -0.134 8 0.134 173 max 0.114 18 0.114 min -0.107 7 0.107 174 max 0.112 18 0.112 min -0.108 7 0.108 175 max 0.226 18 0.226 min -0.219 7 0.219 176 max 0.227 18 0.227 min -0.218 7 0.218 177 max 0.229 18 0.229 min -0.219 7 0.219 178 max 0.163 9 0.163 min -0.338 24 0.338 82 max 0.062 14 0.062 min -0.039 3 0.039 83 max 0.062 12 0.062 min -0.039 5 0.039 84 max 0.049 6 0.049 min -0.037 15 0.037 85 max 0.045 4 0.045 min -0.038 15 0.038 86 max 0.033 6 0.033 min -0.038 15 0.038 87 max 0.052 20 0.052 min -0.031 7 0.031 0.338 0.85 2nd level H2 0.062 0.16 1st level H1 Note: Includes overstrength factor (omega = 2.5). A 068 0 IIRISA Company : PMA Engineering Designer : CMA Job Number : P16273.01 Model Name : AMC SouthCenter 16 - DCAI Screen Frame, Aud #9 A 069 Jan 24, 2017 2:03 PM Checked By: PMA Envelope Member Section Forces Member Sec Axial(kl LC . y Shear(kl LC z Shear( 1 XB1 1 max .001 15 • .002 20 0 1 0 7 0 1 0 1 2', .. ' ',At ":. .4:35;7, ,,1:21; 49:g0EI :0,.1 ..#.ailfMi M014�'�.�3.. �`�',�0.rM1 ��' 1420 06.1 ;WA 3 2 max 0 11 0 1 0 7 0 1 0 1 Ci4l .t' .... . , �,� Mg 'Via$, MI '.,I0k �` i 1 •07 X War ;0rag, FPc8. �� MAT � � �13��m MR4Z-06.6 ;''AIR�:4 5 3 ma; ►"�' 1 0 1 0 7 0 1 0 1 s „• �.y.6�� ^.. ' 9 + �z ��.. �>�� ���,.�µ r'•,'sr^wj �. m! „?...Q__ „. a ..z1_�359• N. a ,. M -W* a �.k ..:002�.� a1'2=� Kin ,���0� EZI:074 -r- % �-1�r:".� -la '�.�0��, �fir�.-.�� Wail g g$� ¢ ��'���0 � _ J1i= � 5t>r�: �;��; . :,'�'O��Y�' � �r1r"�. 7 XB2 1 max �" 1 .002 13 0 1 0 5 0 1 0 1 lith - :»�:�,?�. 4 . 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I4. 4.r rWON m n ��7,5971Sill . ,yb01N M.F57,3 P 0h ��1ici ardii '`f��� ��rT0 A . 0;at ma 55 XB10 1 max 0 1 .001 21 0 1 0 22 0' 1 0 1 r56..kmm864.6Ou1 F4121 1:.r RISA -3D Version 15.0.0[M:\...\...\...\Calcs\South'center.16 Screen Frame.r3d] Page 1 p bRISA Company : PMA Engineering Designer CMA Job Number ,: P16273.01 Model Name : AMC SouthCenter 16 - DCA Scteen Frame, Aud #9 A 0 7.0 Jan 24, 2017 2:03 PM Checked By: PMA Envelope Member Section Forces (Continued) Member Sec Axiall LC v Shearl LC z Shf... LC 57 . 2 max 0 1 0 1 0 1 ' 0 22 0 1 0 1 458;x, 1 'tea 1 t, '-' y min,F.864,.�6..0� �. , . t tgi -' ry 971 ,g j�-.'S.. 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'4'4 s_ E 2 ' ,...� 4 v0� il; 7, x.03 . �4 . .. 113 ..3 max 0 3 0 3 0 1 0 3 0 1 0 1 RISA -3D Version 15.0.0 [M:\...\...\...\Calcs\Southcenter 16 Screen Frame.r3d] Page 2 Company. Designer bRISA Job el Name : PMA Engineering : CMA : P16273.01 : AMC SouthCenter 16 - DCAS Screen Frame, Aud #9 A 071 Jan 24, 2017 2:03 PM Checked By: PMA Envelope Member Section Forces (Continued) Member Sec Axiallkl LC y Shearfkl LC z ,.:11.10.� L S }}..i... 3.. "AVM 2ti _:. 4i•; '�!� ..�45 ,=,� IY in �..�._�lq .8.5� I/' �Li. ., S+1 vli�:•� ii �.. •'Sr"�ti _t i I'.3� X001 s(,.v' F f 21 s i'," !� € . ;0.t � i ik" ;' 'i # i:+f'F��T fV'�t _ CEO : S' {f "X(w � HC � �2 :r Y �._ i 'S 1: �1irrct �� 3 N• " 0 .. Y _ �•x+.: f P4 i'!:41' ` .s%F.}'i.. J'i ;'�. % a0r,.� .;1 � . 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".' �.�.'=3�. r��r�0:.,�r � n, CN .. _ >„a4 ; r 'p,r .,. �° ���0,�,�.� x 1 , �. ...�•1�,:� F4-, u � � � _ .�...�,006 �� x f � �1�1, 125 3 max 0 1 0 1 -0 1 0 20 0 1 0 1 l',-2tV ghf 41 min' r1n.4 .+3 g= ,:0.02 ” T0 P, W0t, " RIM T.P:Wan ° :r3" ''., : X01 0 NM ` �x0 a3p, ' rk" 127 XB22 1 max 0 1 .001 12 0 1 0 12 ,0 1 0 1 $s1 ER,tf,,�F ,> ;s )Y .. } , X e61 :0;9.4.1, .Y min r,752 . a Y, POO ,. 3_r rf n- s W �0�: � NOM '� �{. Jitt ��9:.,�� Y"� .a .GO.�� 'r 7 1�� ?m +r4 M � � 1,4%. a a 1 ,1 � r' � . � m , �' �.. �= t �, M �; �.+ � err 7 . Y :. 129 2 max 0 1 0 1 0 1 0 12 0 1 0 1 Y' 1'30 hF :_ � � u'SF ,+Pf � �z:,r ..,� <.. S ��'� ,.. , '� �, 4 C �i . min � s .752 �� t%r 13 y�xx r�:G "S: : ,- ...0}-, 7 ^ i k -: i 4. IP,El.0� AY : �� :c. � iT1,i .1rt � = Ci ii 0 r>x ism �r,. ,.. '1 Sy4'Y. .t` I w ;. ;a�si 0�` ! - 1 W �7h. � 003 �..t' _.�•p P r:: -. 131 3 max 0 1 0 1 0 1 0 12 0 .:.f 1 .i 0 1 �. >, �.. ,i �,132k z j �-,u; ..°V1: nW .>ri ? S • 1 -4 ••,min.... r-40-15:81"''' '3 . . �"�? r. ..001 mgr r� .._x,n, �;19� :p .�x.< ,,� 0ng(r:,t • r>i., 1 .p:, F e. O,•s sn Raz'1 . Yom`% 50 " t �1- -Yz +e. 0a ' -; r : SLP 133 XB23 • 1 max 0 2 .001 • 1 3 0 1 0 2 0s 1 ':34 . rR ; v l.m,n 0Si ,,..., .13 9n831 iTa c�^ id 1`.Ot T 4O », �, wi.10�t%t:�� 1 .2.,_,,,..,,17,„ �?ti��tAniii 0 2 135 2 max 0 2 0 1 0 1 0 2 0 x 1k36 K t,t:1" tea g4mn .....806 Tr 0 a,x ti,a Ox 14xs !, ,,t.0. A-24i 071, 7:.4. w,1 : f1 : x ,,,., 13ro 137 3 max 0 2 • 0 2 0 1 0 .2 0 1 . 0 1 °' 13$�. �� ,.�-� , xs � min). 7 ' r a .806 � x > %� r1�"4.� arm•r -'�.3 .�':.:00:1�� w cl ��1;4. �. ;°� r3 NM .� ` A`�1�� 3'z-��`. ",� ��>�0��.;� _ 24 6 a- { .t ��'rc0����� NIA ,��:1 �� F „��x , S ��,�..0�.. �:�, r„ r�-,1'_ 139 XB24 1 max 0 1 002 12 0 1 0 1 0 1 0 1 ko RPM _;..,. AIM 1 - Y:+• a'. i min. a1 Xil%Er i ; f �,•' 0 Vali* �'1 y Gi`. ,, ,-,4 W . 0 .., a 1s :It , 0 v+T•+, 4 ` ;1. n•' r c 0$1,14 ' z 0 s^e R r 0, y a . :1a 141 2 max 0 1 0 1 0 1 0 1 0 1 0 1 a > 1424 N = fe �r min_ .1:.1:,18. <'12x ' la . MI r=�0 .-. PA 1 `'WA?? - 4 � �z �. �.e r12 143. 3 max 0 1 0 1 0 1 0 1 0 1 0 .1 1Y44 1-� " m 1 t1t9 u2 i w.0:02 +471 M.�9r �� Y.Ot' �-' , , x _ �_A �- � 1� �F3 w r � 145 XB25 1 max 0 1 002 13 0 1 0 5 0 1 0 1 t S" X14"6. r ' .t 'IM fir, T r r r min - �r 1:61_ �v r >r5 :?'°ys.n^. TAMS �1 '3u r ,-SFO A' .t ,1 it '-'- ti, A,,.� •rig t , P{ , ti .,, Y* 1 r r s 7 t 5. Cn rF 1» ,• 147 2 max 0 1 0 1 0 5 0 1 0 1 I rr 11_481 L.__.z4 ] ei � r lW_ .: +,; . 'nr6 ` i , i .¢1.'(1:62, y'' Rasi..,;::,....„ . w i.'Y" P ,0 ,, ,,,, Y s 1..:. `Y TW' r• tt BM'WM �u5' r Rr , 2 '� a . ,,. 7,41- r f Air* � i +x" .�_ ..0.06. .' ' J.,-1. -2 149 3 max 0 1: 0 1:- 0 1 0 5 0 1 0 1 1<50: 'T ` 1, ,_.t,. s . z ruin r" •. ,_..�, OAF' y >+ 5 s x.. , .002 r A�14 • ,F. 0 �M : ��0?,.,,tzi m` 22 , . , <Ia. Y . 4`.'1. 4 k , r0 a�.... a., 1 151 'XB26 1 •max 0 1 .001 21 0 1 0 1 .P 0 1 . 0 1 • ;1: IIRISA Company : PMA Engineering Designer : CMA Job Number : P16273.01 Model Name : AMC SouthCenter 16 - DCA! Screen:, rame, Aud #9 Jan 24, 2017 U 7 2 2:03 PM Checked By: PMA Envelope Member Section Forces (Continued) Member Sec Axialfkl LC y Shearfkl LC z Shearf LC Torquerk LC 1717 2 max 0 1 0 1 0 .. 1 .0 20 , ... •.• •..... . 0 1 «.........t 0 �., 1 �' da1572e �� -6'.',.: �' _ .�.. ,xt;:..rx ;?��,� �: mm K ._..... �•� �7�7k � � ,....... X12 �. 7° 1 a��' 3 � • �3;0,.. ;' z¢ � ti '� � .:1 .t..r rn _. m �®>'x':�= ;etc 1��f a .; �•. r 1' ,u � r �.�; :"0 .�i3 `0... �. :.�' n� 7 .t r � :�.�„ . 0�� 3 1 � r i �s,?�:. �. �b3� "'0 �1�a q. t �1 g:, L� 173 3 max 0 1 0 1- 0 1 0 20 0 .. 1 0 1 'd k 174aMy.ir.._�. 7 -MA -- ' F� . rrlin '.7fi9�_ P= p =1t2:. `b'F -rs•- r ..0.01 20 g ! 7 •=.�.,fifiri^ '� Niel 1 � �7sF:i Ct. Xn f i i 1 Mir 1[+ : h , NM 175 XB30 1 max 0 1 .002 20 0 1 0 20 ' 0 1 0 1 1w76 INI �E°,:,� m:m 166, M2 ROME ;7.1., 0 � 1 A rns�:0NM 41311 ,s; .' ,.' Sz. lig R�' .,,J, M �•� 177 225 max 0 1 -0 1- 0 1 0 20 0 1 0 1 tx ,�178v '` �4r ��'r `,,�'���i�:��:..,..� li i c a`.-1 .•1.:�1:64�c1.2:�,.�:.�.�0�.�a,<.�1t�;�-�t�;�0.���t��1<�� Str.•- J�_Xf O, Ysi<"- t. .-Y -N 7 .13.. .-,4x # ."s i-k�'..�.`Ate' ���=0�a::���•u4 .����.r i 'r+4j f.-•�.t aj � ���a006$��?�20u�� -�. i ''•'+, 179 - 3 max 0 1 0 1 0 1 0 20 0 1 0 1 ' � W1i80� ,,'',114011 ..a 7-i- La �'a 4ata ',; �i 7 �i "+ (nin, a �. ,.1..1.63 aa -7 � al -0 '" "�tt 1 : "s`i` 0.02 - .1a1..� NAVINy - 5 �s r r �0 ,��; P Wit �, ��, t�.r•: 7 Y . Tr ��e. �:rKO��•,.t� v. ;3 ,>..,.>x�Y��:O:� ray ' �,V � q: �;�N�< r 3 t.y1 '.4.,74.. :453'3:4 ��'_.0• J1N 181 XB31 1 max 0 1 .002 .14 0 1 0 5 -0 1 0 1 -`all 82,.i.1.424:1 ",5}`U mm?`,1','276 �k �• .r,1 a '. ;0 �-tZ SII �1"�x,�.�. F ai)r ,'tib' � qty$ 1i0 `�` iz 0 '� M ... _0 M ti ��.� :.1 , ;+g.q, . 4. � �'"0� �<_€�1;,• , 183 2 max 0 1 0 1 0 1 0 5 0 1 0 1 r:^Y-Y •4J :184r tt7 `u✓ : . „�:, II.F... } �d 1.3 :� ' a a3 r �0. fc7 p2- to W�'4d KO 11x0 "' `'�' . .�" P`. , a1,r .� 'i-' ,.. l`) .� f 0 .� • a , 1 M F - :006�y,� h; a � 1 d 185 - 3 max 0 1 0 1 0 1 0 5 0 1 0 1 1'8.6 ''u'*sTaiFA.t k' RIR °r1'.2---7,, r1`3 F'i, 1 M ,,, j t ','N2f ; :O k : 1 . 'Ora kv,fr ,1:. 187 XB32 1 max 0 1 .002 19 0 1 0 5 0 1 0 - 1 DON MT.' A .""r . d mm. , .x1..024 M t-MA ars f - : tom Rum N EXW_ IN A MN kC t i E, KW 189 2 max 0 5 0 1 0 1 0 - 5 0 1 0 5 ,�=19.0� �������: k ���' min ,,,1025 $ Y^' 512 _� t",�. ��:O...z�r.���F�� f:r,'v ;,1;201f11202, >• s , ��0�=. - ri ��•,;�4.s�'�'�s0� n' ":. hT �� -w- �?�1��, rn �*`� a ;��'0.06�.�� ��1.9 ! �• 191 3 max 0 5 0 5 0 .1 0 5 0 1 0 1 ��1,92� 1 Eg t7.- AJ } r"j a��::.a :���;` 1 '. �F,A' 41 ���_�, ,�,, _ rnin...:1i.02� t �.1,2s, FIV, , , •I : 002 .i i 20��, iZ . .O ?:� t:Oy e` 1t�3.� Mgt Y�O 3 ��;:z>Os�;��'14� ! p c r 41 ,��"�0�.���� - r4�1�'.� .z` , ��;�F�Oc..� '.NifR-`. 193 XB33 1 max 0 1 .002. 14 0 1 0 22 0 1 0 1 Mi94 -�.4'7 i'� ���m_n. ' 454, 81.1:0117 �1��.M 0TAr�f'Hit Or .w F;- lir;Oiffi �1arw g:.0:,Ws Igla 195 2 max 0 1 0 1 0 1 0 22 0" 1 0 1 1. '196. r=11 '3."r 3 gi , ��a� �. ' � . V 3 <�,.,�,, �� m m, 11 .t;..1s�08. S> J/ �5; - 'fin Ykf �..k,.:0;��:� i'% S* �:�1:��M i,i`w.1.! ,��` .y i� t G�1 �� r _: �01�^�r� 2"U'tii• a its} xr,;;7,7, S +sq.T 'T. .��*1:�,���0��� C!`.w t .����1 r f1Y Tr - - , ���.��'; 006�� �� :. am 197 3 max 0 1 0 1 0 1 0 22 0 1 0 1 ,.1:98 i �h`h,C'x 3 �' `„,:•. F y? rrrp, �:� � .,� .. min :.�.'1�0.81= Vit' i `f! �a ,ry. �. .,:5t t- 1k 't `` tr...002 �''' n%"' �•, ti�22; fir:. '� �aOr�� S'i F° { �. �1;��1.��, - h ?��' r ��t��:0�•� ) ;� a it �s:,7� fes, �c�-2`,. e•. x �' i ��Qi�,�.r `q r-'• �t..;1�4 •s 4•F� � ���0.� ��,.�:, �, i na1 199 XB34 1 ,max 0 18 .001. 18 0 1 0 22 0 1 .0 1 200.>� �h �, tz�`> A ' 3� � ,�.�;,.� +ry kM �>^:,�u - mil �' ; k .723.E � ; �5, .� � :6-,310, . 4 �:1� t �� 1": �� RUMS gK•ir�-,. M kariKl, � ..x �O�t`� K :a �.,:9 s� nxr, ,� ,�.�,�0�:�,�a : ' ;7 �1��� -' tr I 201 2 max 0 1 0 1 0 1 0 22 0 1 .i�.i�.c�.0#�1��:w-�1�r, 0 1 �=2b2z. fall 3 _�� .. f �:;'."�"� min, r f r. , X724, yy V `} �;,5:.�� _ 1 '' T .. ��.�.�0-�� ,e.�y 1'.� Man ��0'r,.�a. y�.1 =.LN`��1�� �0� ,; a,'�.�`9����'��00 ,e ,id ..=-.�1 �-�`�..00.3���� ISS - `.� 203 3 max 0. 1 0 1 0 1 0 22 .t'L,�.�A.�' 0. 1 0 .�s1,8 1 5 - i �2b4. `�. F F { mac '. -C min y�^' S'(:.4.. rt. ,7..24 1r 5� a5V- 3Y .4 5 x�, .0.0:1, F!' ,a � .1;.4�,� c' Nfk .�0�. �x ma(. ` . i;�r 1 � `-.Y F 'I t �0'� F` X41 �� T',.` r3 � 4 7` KUL' J+' pr �� p- � , �� 205. XB35 1 max .0' 5 .001 12 0 1 ' 0 5 0 1 0 1 20.6' ow, 'figminiM'Hit RN MK 0 , , �' a - .r MNa0A �.624€s, , n,_�*e 'ME RiPt)TOIM MS. 207 2 max 0 5 0 1 0 .1 0 5 0 ' 0 5 �•�08� `2'` ,s � Ki �,�.�:�.> 7.r\'l. �?t.�.,.�...___�.,,.<7,94��,127�.� Thin. .. n ,�?r0��;�r1?��.s.�.�_tOY,.:�-1.=�24��-��O7 a An gr MUM" >_ g .1 trA1- '':7,fe:-;10:03ia.�`�_'.1n 209 - 3 max 0 5 0 5 0 1 0 5 0 1 0 1. 82101.��tS; ., V2 -u._,n s"794 24i.r 001!Y also R0� i ;. • .. .. 0�.: 02745g .. �, SISIWIPS0' r ,„ r'*l k,_..,, 211 XB36 1 max 0 5 .002 19 0 1 0 5 0 1 0 - 1 t21'2i s 9.r,•^ . . min , ...0 ..,1i'.,1,62 12 3 'S 'z==Ou M d~... .ysY; '� � a v .s - 1 t ? 0s ;.' 20 ,�� ( 0' +, .-�J a � k .c.3• �' talla 213 ' . 2. max 0 5 0 1 0. . 1 0 5 0 1 0 ., 5 u214 , NiIV .16 12 '0 mkt ,g ;1 ` a 0 11 W011 1.M- 4:- 0- " Or06; t.w . '', 1 :9 I 215 3 max 0 1 0 5. 0 1 0 5 0 1a...< 0 1 MIC�` xt t N .. »., .� � .,: i min, v e r :', 1t�1.58 1.2�'` M I 0.01�1;;1� l x At & :".4. „ ,w�<.Q �` �_ `TOO ^' a r:+0=`.a� 8 �:�20..,p� "" � R �: �,a.0.a�.�r� s ��1.,.:..� z r kap, ��,1.=•��0 �., Y%1¢. 217 XB37 1 max 0 1 02 13 0 1 0 5- 0 1 . ' 0 1 y- 1.i i ¢ X2.1.8. t.�.,,?. .n['�..� m. �a , j�S . !Et i' z1 357 4 14 pp.p0a�� x'1:1 *ira' �0 r ^I! 1 K X0 R'3`t�,. K:',2i.,..._:. 1 • 0, ' 1 S'�' 4 0 ° ff 1 s F 'S'f> �.0� 'NAM r 219 2 max 0 1 0 1 M0 1 0 5 0 1 0 1 h .. wog ' , z •�.�zs;. � µ �§.�.,c,_. �x rein, :E} :•. 1t 356. i" 14., t�Ox�U'���a. <&J0 7;a1 ' �,�.�1:.s�> r k� �x0.. i.� . „ t .�.�1�Sa �.,,.0�",��,�•t41.. r` r .�,�, .a � .:� fires 0 � `` - :4,r1F�>:, ,;,-b 6 fi ,..}. _�0 :� ;_ z-�13::� 221 3 max 0 1 0 - 1 0 1 0 5 - 0 1: 0-- 1 t r' �222� .;+{. ` -, a.��i��`�r;�7 6 �'+� { ..z�.;� m�n,.:.1�35.5 �+ Cv , i' :lit. ,14�: 002-��4r n �:.2�2;� ,1117,0714 7, "l: t C WI: ?s�-'0` 1t' i r. f s.1�'� E ;.9" 1- (.' �:�� ,0 � £P'rS { r i�- "s $; ' �` "k �` •� ,a -r ff � 2 223_ XB38 max • 0 5 .001 . 12 0 1 0 20 0 1 0- 1 f224t�! .. P'i' 4a�....a'R'...�-�: L�/1 t35t Ay -a .��. 1,�. rein ,..,� A` / $s7,i9;��12a l i Y i i' I:',13 �:.�.���:Os",„>,5..z� 5.: .. .j�, 1 .��:0,�-�'3a:�,.��1i t• TY�' #M +g „�a,0.a:._v=s�2xrt1..'.,�..,�r�;��u",r0�,z,;�.O,��i'�`$};�u1 mom i �(illEY: `74"'''''''' i .1 �... ;.. .y. 225 2 max 0- 5 0 1 0 1 0: 20 0 1 0 5 �226.� 'i'�4. �.�:�•�� ,�� min, ,-d.,..88 R ,i ,r1�2'� "t v1 �e.>�0�� `Z ���1�� r � yrN ,p�� ,. al;.�1s�r.a€0 I st.. � f rwaM r � ,,a � �1<v�,,2�,��-A.�, �' - Tt s'b' s ""�y'.� k4 .1�1�Z�,�.�. r ;� 0:03_��i�'�e.'12 , ,. g 227 3' max 0 5 0 5 . 0 -. . 1 0 20 0 1 0- 1 RISA -3D Version 15.0.0 [M:\...\...\...\Calcs\Southcenter 16 Screen Frame.r3d] Page 4 1 411 O PMA 1 Engineering ENGINEER: CMA DATE: 1/23/2017 PAGE: 1 CHECKED: DATE: SHEET: 1 OF 1 PROJECT: AMC Southcenter - DC4 Screen Frame and Support, Auditorium #9 TAMC Theater - Screen X- Brace and Brace Connections A 073 X -Brace Capacity Maximum Brace Force from RISA Model = 1.36 Kips Member Properties 3/4" diameter pipe 16 gage (0.065' thick) ASTM A513 w/ 3/8" diameter A307 bolt Brace Gross Area = 0.140 in2 Brace Effective Net Area = 0.140 - 2(3/8 + 1/16)(0.065') = 0.083 in2 Fy = 26 KSI (min) F„ = 47 KSI Calculations Tensile Yielding = Pn/Omega = 26 KSI(0.140 in2)/1.67 = 1. 2.18 Kips OK Tensile Rupture = Pn/Omega = 47 KSI(0.083 in2)/2.00 = 1. 1.95 Kips OK P„/Omega = 1.15 Kips > 1.36 Kips Brace Capacity OK X -Brace Connection 3/8" diamter bolt, A307 Bolt Un -threaded Body Area = 0.11 in2 F„ = 24 KSI Calculations Shear Strength = Rn/Omega = 24KSI(0.11 in2)/2.00 = 1.32 Kips Rn/Omega = 1.32 Kips > 1.36 Kips Connection Capacity OK Printed on:1/24/2017 @ 11:4BiUtMJame: 05 MDI X -Brace ConnectionsSheet: X -Brace Page 1 of 1 Company : PMA Engineering Designer : CMA IRISAJob Numberme : P16273.01 Model Na : AMC SouthCenter 16 - DCA1 Screen Frame, Aud #9 A 074 Jan 24, 2017 2:07 PM Checked By: PMA Envelope Member Section Forces Member Sec Axiall LC v Shearl LC z ShearL., LC Tor ouefk... 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Simpson Strong -Tie' Anchoring and Fastening Systems for Concrete and Masonry Strong-BoIt® 2 Design Information - Concrete Carbon Steel Strong -Bolt® 2 Allowable Tension Loads in Normal -Weight Concrete (f'c = 2,500 psi) - Wind Load Anchor Dia. (in.) /4 Nominal Min. Concrete Embed. Depth Thickness hmkr (in.) (in.) 8 003 SIMPSON Strang:Tie Allowable Tension Load (ib.) Edge Distances = cat on all sides Edge Distances = calla on one side and ca, on three sides Cracked 1,410 1 1,120 1 1,410 1,120 2,050 1.460 ' 1,645 1,460 41/2 63 2,055 3,315 2,64. 69{) 1. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of a =1/4.6= 1.67. The conversion factor a is based on the load combination assuming 100% wind load. 2. Tabulated values are for a single anchor with no influence of another anchor. 3. Interpolation between embedment depths is not permitted. Carbon Steel Strong -Bolt® 2 Allow Tensi Normal -Weight Concrete (f, = 2,500 psi) Min. Concrete Thickness hmin (in.) eismic Load Critical Edge Minimum Edge Distance caa Distance emir, (in.) (in.) Allowable Tension Load (Ib.) Edge Distances = ca, on all sides SDC A -B° Uncracked Cracked SDC C -F$•6 Uncracked Cracked Edge Distances = cmin on one side and cat on three sides SDC A -B4 Uncracked Cracked SDC C -F5' Untracked Cracked 1/4 t; 1/2 13/4 2314 3'14 a 21/2 1 13/4 1,005 750 r5am` 0 .1 i5 �5; 0-A[} ' 41/2 7 7 1,645 l 1,305 1,230 , 980 1,645 1,305 I1,230 € 980 1 31/2 6 71/2 4 2,390 1 1,700 1,790 1,275 1,920 1,700 1 1,440 1,275 5 j 15a*5 v�8 2,400 2 430 3,870 i 3,030 6 X24;15 18'1'4 5fr 4�E 1 800 2,900 225.�fiD56o., 79�' r 2,445 4,035 1 l'Itl s� 3,240 1 4,035 0 t3D,.1 50�7 2,400 1,835 1,800 1 •3/a 3,870 j 3,030 2,900 [, 2225 41/8 4 534 63'4 83/4 1 1 9 8 I 61/2 61/2 1 i ... ,305E _.I .: 6 �.$23fi' .l+` ta30F t„Y'3D5 r. t,;,t2TJ5:-1,,:.3.230.;£1 1. Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a conversion factor of a 1/2.7= 1.43. The conversion factor a is based on the load combination assuming 100% seismic load. 2. Tabulated values are for a single anchor with no influence of another anchor. 3. Interpolation between embedment depths is not permitted. 4. The allowable tension load listed for SDC (Seismic Design Category) A -B may also be used in SDC C -F when the tension component of the strength -level seismic design load on the anchor does not exceed 20% of the total factored tension load on the anchor associated with the same load combination. 5. When designing anchorages in SDC C -F, the designer shall consider the ductility requirements of ACI 318-11 Section D.3.3. 6. Tension design strengths in SDC C -F have been adjusted by 0.75 factor in accordance with ACI 318-11 Section D.3.3.4.4. See page 12 for an explanation of the load table icons. 155 C -A-2016 092015 SIMPSON STRONG -TIE COMPANY INC. Simpson Strong -Tie'- Anchoring and Fastening Systems for Concrete and Masonry Strong -Bolt® 2 Design Information — Concrete Carbon Steel Strong -Bolt° 2 Tension and Shear Strength Design Data for the Soffit of Concrete over Profile Steel Deck Floor and Roof Assemblies1'2'6'8,9 B 004 SIMPSON IBC 1 Nominal Anchor Diameter (fn) Units'. Nominal Embedment Depth Effective Embedment Depth Installation Torque • Pu Ilout•Strength concrete on metal deck (cracked) ° ):Jp t, Putout Strength, concrete on metal decki (uncrackedja° Na dearncr Carbon Steel.. € ;.t•r _ Lower Flute ; in. 2 3% 23/4 ,4r 3% i' I 55/e ' 4'/a t�Pullout Strength,• concrete on metal deck (selsmlc)36 FNp;dedceg Y.1 7b Steel Strength in Shear, concrete on metal deck'Vsa,deck Ib. 1,595 Steel Strength kn Shear, concrete on metal deck ` TT • ... .: Nr(sehmic) ,; ,o ;... , •<..z . sdackeq'f 44.1£5.- Y = j 1 595 r 1. The information presented in this table must be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. Profile steel deck must comply with the configuration in Figure 2 on the previous page, and have a minimum base -steel thickness of 0.035 inch [20 gauge]. Steel must comply with ASTM A 653/A 653M SS Grade 33 with minimum yield strength of 33,000 psi. Concrete compressive strength shall be 3.000 psi minimum. 3. For anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and roof assemblies, calculation of the concrote breakout strength may be omitted. 4. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and rood assemblies Np,ded,,,, shall be substituted for Ne.,, Where analysis indicates no cracking at service 3,490 60 ------ ---_, 90.._�150 30 60 040' 12;730' f `2 615' 4 990 r 1 2,657z.,:..11,3.40.' 3,7857 2,580' 3,840' 3,685' i 6,565 3,800' 2,275': 4,795' I C/) 2.040' (2 Z30' t 2 615' 4 990 2 815' 1 340 3 785' O 2.135 4,580 ! 2,640 I 7,000 I 4.535 3,545 5,920 ' -C 2 23/4 • ;490421 1 920 4,120 41,;.-2,375 ' 6 300 c} B 690 3 545 5 330 ` i Q ,col t loads. the normal pullout strength in uncracked concrete NT, , . shall he substituted for Np,,,nc.r. For seismic loads, Np,d,,,k,ea shall be substituted for N. , 5. In accordance with ACI 318 Section D.6.1.2(c), the shear strength for anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and rood assemblies V .deck shall be substituted for Vsa. For seismic loads, Vsamck.sa shall be substituted for V. 6. The minimum anchor spacing along the flute must be the greater of 3.0her or 1.5 times the flute width. 7. Tho characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f's / 3.000 pspns 8. Concrete shall be normal -weight or structural sand -lightweight concrete having a minimum specified compressive strength, f's, of 3.000 psi. 9. Minimum distance to edge of panel is 2hef. Stainless Steel Strong -Bolt® 2 Tension and Shear Strength Design Data .for the Soffit of Concrete over Profile Steel Deck Floor and Roof Assemblies1,2,6,10,11 IBC r'a': ,.+... ..i• .:` Lower Flute Nominal Embedment Depth EffectiveFlnbedn nt Installation Torque Nam in. ram masa Upper, Flute a_rg�t �5/8sv. •`i r ;:.,x3/44.,,'.+ a,}3� S ,;i 4'% 2 23/° �� 60 80 150 30 60 t<' Putout Strength concrete on metal deck (cracked)' .. Na;doSa�,i lb ,g " 308) .058 1?990' `2 550. 1 750 j, 4:0209 j 3;030 -1:550, 1;2;0557 Pullout Strength, concrete on metal deck ,F.,,,,,,,...,0-,.._,,!,....,::7„,;,,,,v-...,!,,!67(untracked)' ', 1,580x 3,9508 475' 2,660' ' 2,470 5,000' 4,275' 1,990' 2.560' Wf NP deck una Ib n .4 Av I I - rr i x ,;. Pullout Strength concrete on metal deck (selsmlc)S�,,N deckeq ;; .lb 1;230 r` '; 4a�° p1,990' 2'550 y J1 750' (7,4;020.9,S.17.,3;0307.4 1550' :1'.,:12,055','3; i Steel Strength in Shear, concrete on metal deck° Vsa,dec,, Ib. 2,285 I 3,085 13,430 1 4,680 i 3,235 11 5,430 6,135 3,085 5,955 • `SteeISUength In Shear; conctete cn meta•l deck,y V e.1 i 1 b ' 2 285 ` E3 08855 -'17 2 400 3 275 { ./3 235 J't y1:::5,430..7,-; �5-520 ,1 3 085 I 4170 11 (x• y`..Fa'�- sza:. v,T-(sefsmlc) ..•!? '' 1 il, ,t fi '0 �,_r__._ zt!N''.'"* fff. ._ ....moi.- 1..:.`�.:.,.. 1. The information presented in this table must be used in conjunction with the 5. In accordance with ACI 318 Section D.6.1.2(c), the shear strength for anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and rood assemblies Vsa,deck shall be substituted for VS,. For seismic loads. VS,, dark. eq shall be substituted for VS,. 6. The minimum anchor spacing along the flute must be the greater of 3.Ohei or 1.5 times the flute width. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f', / 3,000 psi)f5. 8. Tho characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f'a / 3,000 psi)`'''. 9. The characteristic pull-out strength for greater concrete compressive strengths shall be increased by multiplying the tabular value by (f', / 3,000 psip-'. 10. Concrete shall be normal -weight or structural sand -lightweight concrete having a minimum specified compressive strength, fc, of 3,000 psi. 11. Minimum distance to edge of panel is 2her. design criteria of ACI 318 Appendix 0, except as modified below. 2. Profile steel deck must comply with the configuration in Figure 2 on the previous page, and have a minimum base -steel thickness of 0.035 inch [20 gauge]. Steel must comply with ASTM A 653/A 653M SS Grade 33 with minimum yield strength of 33,000 psi. Concrete compressive strength shall be 3,000 psi minimum. 3. For anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and roof assemblies, calculation of the concrete breakout strength may be omitted. • 4. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand -lightweight or normal -weight concrete over metal deck floor and rood assemblies Np,dack.c, shall be substituted for N0,,,. Where analysis indicates no cracking at service loads, the normal pullout strength in uncracked concrete Npk„ shall be substituted for N%,U„a. For seismic loads, ND,deck•re shall he substituted for N. See page 12 for an explanation of the load table icons. 7. ti 153 B 005 toor,„*„,„, „\N, 3 0 PMA Engineering \\ / CMA P16273.01 AMC SouthCenter 16 - DCA" Screen Frame, Aud #9 Lateral Strut Reactions Jan 24, 2017 at 1:44 PM Southcenter 16 Screen Frame.r3d P PMA Engineering Engineer CA -04 Date 1/74 i/17 Checked Date Project A rn G Sou ,-,Lf C rE f.. 1 - S c -R E N FP -4 frt1 A -Ns 5 H pro /LT 6 006 Page Sheet of SCJ?- EN F)L4r11E .4-)1'.4CP) mei F-ovr Tp t/1/ LL F_X F_1Z1 Q)L '/LL W/ hnTL s7 -6f S 6 f /o') 0/4 1 44-S14h-1F .-y ),t, ,EXy- S7 -u8 $ /A -LL }1 r = y?. e'- /7.01 = El, / F- .7".1 "7-v 411•4, 771-14/ S " FOR Pile 5 7 I- 4 S 7- . u4 )1 ro .5'4,o /6r P -e lbs 14a 1SS LEVEL 3 Nofl : L0,4AS /NcLu2E w4L-. jX r€X)4it- le./ALL Le,A-DH/ 4 yU14.. LINA C 9' C ^ Ho (20) = 32 rtf lMtta = .32(/,33)(3))2/ e = s--)00 !S->'E/S)-vd S a x i -E, / S T12N 7- Lo 14j sr (9 N WALL 744,4 = 8' o' o ck--16 / r 7p to r (Sk E -o LLD e..) / NG) -t-yp L 3 x 3'r 3I) 6 . j S r -u a' a' A = 14/m/ v►-► u a = (fee -0/S --/t70 /,Gi / S4 -y 3'6'' Lo/v6 To cov,EIZ A7 L Edysr (3) wrTL srUitS GoNN 7-0 girl S) --141't 1 i S C)2 E vt/ / ry .5--(/ AL111,147-,E1?-1 TE!✓ SN c>4 #9,4 G 1 ry = 1 r-6 11,4 1 Nd of #)L SC)2C WS 1Z-4 61' = .P , // �f. = r -,') S (2..) SG/2Zy�)S N ,E.4 S. i -(.r b A -r/ b t4 $ E /�V" 40Lr A c-vNN jZEQ'A Ab = c'3'(9(2.)/ZyD00 pi 0, a% 1.01- 3/5 " r 4 = 0, 1 j. > 0,0 7 )ti,'- 0 B 007 z x Loads: BLC 1, E PMA CMA P16273.01 AMC Southcenter 16 - DCAI Screen Frame, Aud #9 Exist MtI Stud Wall Analysis 3 Jan 24, 2017 at 3:33 PM Southcenter 16 Wall Studs.r3d Beam: MI Shape: 6005162. Material: A570 - Length: 31 ft I Joint: BPL J Joint: R LC 1: TL Code Check: Report Based On 100 Sections Dy -23.027 at 16.283 ft in Dz in A k V .56atOft -1.01 at 27.556 ft k Vz k Mz T k -ft -8.079 at 17.535 ft k -ft My k -ft fa ksi 162.474 at 17.535 ft fcAllik ksi ft vksi -162.474 at 17.535 ft AISI S100-10: ASD Code Check Max Bending Check 9.999 Max Shear Check 1.584 (y) Location 17.535 ft Location 27.556 ft Equation C5.2.1-1 Max Defl Ratio L/16 R (D6.1.1) Not Used y -y z -z Fy 33 ksi Cm .6 .6 A eff. (Fy) .198 in^2 Pn/s2 .119 k Lb 31 ft 31 ft A eff. (Fn) .344 in^2 Tn/n 6.798 k KL/r 640.609 163.078 ly eff. .116 inA4 Mny/sa .025 k -ft Sy eff. (L) .281 in^3 Mnzt .058 k -ft L Comp Flange 31 ft Sy eff. (R) .096 in^3 Vny/sz .638 k L -torque 31 ft lz eff. 1.793 inA4 Vnz/sz 1.201 k Sz eff. (T) .598 in^3 Cb 1.284 Sz eff. (B) .598 in^3 008 0 0 9 i- Screw and Weld Capacities SSMA Screw Capacities Table Notes 1. Capacities based on AISI 5100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and includ.e safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to • have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at Least 1.5 times the nominal diameter (d) of the screw. • • 6. Pull-out capacity is based on the lesser of pull-out capacity in • sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Val:ues are fonpure sh.ear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). - 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity (lbs) 33l Ih , P - 3• '� ` u.,00 d c, redo -. -u9 4r 3h ar Pu gigPull Over r heanr _---. :.• "Shear .,u _4ilI O , hear' Olay r[ Ru'.. -0..-10 e4s r uli;,Ov�er, , Sheai uia�Os PuII Out Head 1 Pa�I�Ove� .,y l la 040, d� r ti.� F :iii �, .Pu1I Qut .Pu8Q,fer z=.,02F.1. 4, �- ; ,,SF eaPdrf,Out: ff D + ; ` 1 Head xi glik4, r 18 0.0183 23 33 44 24 84 48 ' 7 I11J�i1�3 33 3 ti. 3 2 3 �,. � �. .-1' 30 010312 33 33 95 40 140 103 29 �""' �.4 48 • 84 52 ..127• � �6 '. 140 111 33 50 55 105 1 59 . ,,,� 175 55 38 105 .:x.;102 .� t ,57, :..;159 - 158 175 60 11d:•.. 127 44 4>.,- ,.: 66;�i 73 127 ��: -.�f9�:.•,. 211 -3;'•;33 _ ' 3950,0346 ' 33_,: 45.. ' 51 r. • 6•fi • • :140 '':� ' p: d 0.0451 33 45 214 79 140 244 4 ; =D`05§6, _ ,33 - 45 s _ ..'i; ,>.. ``'1_0,0= ffcr. � ; s3:4?E;:n c -, .._ :.... q.9713 33 45 214 125 140 426 7 •; 87. � '`.0 ', ,017 r-'33 4:r ;•.>� -e., ..... ,:4.;..... . :�. '�'�5:..-,.r21+}�::.:;';190:. `I,44.::: :,„32'6, 118 0.1242 33 45 214 140 140 426 72" 94 ..5i8 149 s 1 �1'95.:•,:,;�i195,",. 195 =,i35':a� : .1i7%'94.!. 195 263 z{95. .t7 : ....' 195 523 .::�$e�d:?.:�45�•r'::386,?;9In7aJ 195 548 109 :.137 . 'a__�.:: 173 .-a,.., 301 "J6a'..€•;. 345 !'38-rr_ _ s.. 386 386 ':88 , 280 4 1 �.39?F:>�•' 557 +BBQ.,. 777 342 '-5 ,; 345 a ,x:433' 545 '-5:''':':1'i01fi 7 2" 302 . F �22j<..:: 600 1,016 =�1lfl M;. 144. {80.'t.•..:•.;�2T 227 324':;. 306 >�;t0:t.8?':= 415 .i, 656 a36,na. 1,967 '',:.54 '''',,4:'.0.4.16..09.; ;.50.5 tA';:r65Pri t4 :140.` `140 "+.426 `? 68 0 0713 50 65 214 140 140 426 .97 ..:0011:-.. 5Q . 65 -'2t4' S » .4,4b: 140 :,, 426 . '. 118 0.1242 50 65 214 140 140 426 1171 ' 195 j95 195 ' X1,95 "Y 5 4' 195 548 ;;: 495.,, ..- 54 1'.:: 195 ' 548 :i98 249 `;7 i -'- 386 =;38.r 386 85, . 386 ;c�,,�569°* . 22'5 < 777 284 t'„77;F, -,,.1o.:,....,-..-m-. 777 494 . 6 - . 775 .,1 775 ""6:63: 866 qis: 1,016 •28:1'•rr 328 ?168 572 . `'7i52 .; 948 ,,1067 „ 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI 5100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Ca.paciti•es are based on Aliowa.bl'e Strength Design (ASD). 4. Weld ca:pa.cities are based o.n E60 electrodes. For material thinner than 68 mil, 0..030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loadin.g in perpendicular direction of the length of the weld. 7: For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, • E2.4-2, and E2.4-4 was used. 9. For transverse Fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2..5-2 and E2...5-3 was used. • Allowable Weld Capacity (lbs / in) 1 t 1 w 43 68 OE 97 0.0451 • 33 0.0713 33 :: -33,,:::::;:r;. 0.101.7 50 50 45 . 45 r• 65 65 499 789 905 ` 1269 864 1355 1566 1269 544 ��fi82 859 985 . i241 :663 1048 1202 154':'.;.. -We/d capacity formateria/ thickness greater than O 10'requires nal/nearingfudgment to determine kg of welds, wi and W2. 817 Wyandotte, Kansas City, MO 64105 816.421.8200 gastingerwalker.com 7 November 2017 Ms. Rachelle Ripley Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RE: AMC Southcenter 16. / Auditorium #9 3600 Southcenter Mall Tukwila, WA 98188 Permit Application # D17-0026 Permit Application # M17-0022 Permit Application # EL17-0113 Revised Drawings — Revision #3 Dear Ms. Ripley: Please find owner -driven updates made in Revision #2 and Revision #3 to the approved permit drawings for the above listed project in the accompanying revised drawings and as described below. Reference also the attached narratives from structural engineer. Architectural: Sheet AO — Cover Sheet 1. Revised exiting plan with revised seating riser layout. 2. Revised New Seat Count per revised seating riser layout. 3. Revised New Design Occupant Load. 4. Added sheet A8.1 Cove Lighting. Sheet A2 — Auditorium #9 — Floor Plan 1. Revised seating riser layout with straight rows behind cross aisle. 2. Relocated wheelchair seating to front of cross aisle. 3. Revised New Seat Count per revised seating riser layout. 4. Revised various finish callouts throughout plan per revised finish legend. 5. Added audio rack behind screen for clarification. 6. Added screen frame and speakers behind screen to plan for clarification. Sheet A3 — Auditorium #9 — Reflected Ceiling Plan 1. Revised speaker locations per current ATMOS layout. 2. Detail added clarifying construction of acoustical baffle at behind screen speakers. 3. Updated Dolby note with current file. c 4. Revised locations of HLS lighting fixtures. 5. Added relocation of one supply diffusers. 6. Revised sizes of sidewall speakers. 7. Revised locations of ceiling subwoofers per current ATMOS layout. Sheet A4 - Auditorium #9 - Floor Box Locations 1. Revised location of floor boxes at wheelchair spaces moving seating to front of cross aisle. 2. Added power curbs behind recliner seating at cross aisle. 3. Added Power Curb Detail. Sheet A5 - Auditorium #9 - Projection Booth Plans 1. Added finishes at projection booth wall and ceiling. 2. Revised various finish callouts per revised finish legend. 3. Updated Dolby note with current file. 4. Revised location of laser rack. 5. Removed (1) audio rack. 6. Removed speaker LED cabinet. 7. Revised port window assembly detail per current standards. Sheet A6 - Auditorium #9 - Section/Elevations 1. Revised auditorium section with revised seating riser layout. 2. Added sightlines. 3. Revised various finish callouts per revised finish legend. 4. Revised speaker locations per current ATMOS layout. 5. Revised Dolby notes with current files. 6. Removed Guard Wall Elevation. 7. Added screen frame to section for clarification. 8. Removed LED lighting from speakers. 9. Revised sizes of sidewall speakers. 10. Added cove lighting. Sheet A7 - Auditorium #9 - Section/Elevations 1. Revised auditorium elevation with revised seating riser layout. 2. Revised various finish callouts per revised finish legend. 3. Revised speaker locations per current ATMOS layout. 4. Revised Dolby note with current file. 5. Removed Guard Wall Elevation. 6. Removed LED lighting from speakers. 7. Removed specific color from aisle lighting. 8. Revised sizes of sidewall speakers. 9. Added cove lighting. Sheet A8 - Auditorium #9 - Speaker Blocking 1. Revised speaker locations per current ATMOS layout. 0 2. Revised Dolby note with current file. 3. Added Speaker Blocking detail. 4. Revised sizes of sidewali speakers. 5. Revised dimensions shown for locating speaker blocking. 6. Removed LED lighting from speakers. Sheet A8.1 - Auditorium #9 - Cove Lighting 1. Sheet added in Revision #2. 2. Revised cove lighting with current Dolby design. 3. Added notes for cove lighting near screen. 4. Revised Dolby note with current file. Sheet A9 - Auditorium #9 - Entry Portal Plans 1. Removed high/low lighting in vestibule (initially added in Revision #2). 2. Added detail callout for trash niche. 3. Revised various finish callouts per revised finish legend. 4. Revised Dolby note with current file. 5. Added note regarding TensaBarrier at entry. 6. Revised finishes at entry soffit. 7. Added note to remove and replace existing doors. 8. Removed existing can lighting in vestibule. 9. Added new can lighting in vestibule. Sheet A10 - Auditorium #9 - Entry Portal Elevations 1. Revised extent of finishes at entry portal. 2. Revised various finish callouts per revised finish legend. 3. Revised Dolby note with current file. 4. Added Termination Trim detail. 5. Added new door detail. 6. Revised doors in elevation. Sheet Al 1 - Auditorium #9 - Entry Portal Details 1. Revised all details per current standards. 2. Revised various finish callouts per revised finish legend. 3. Removed Material Transition Joint Details. 4. Added Vertical Light Cove @ Entry Sign detail. 5. Added Fabric Panel @ Door detail. 6. Added Entry GC Scope of Work detail. Sheet Al 2 - Auditorium #9 - Auditorium Details 1. Revised various details per current standards. 2. Revised various finish callouts per revised finish legend. 3. Added Aisle Lighting Placement @ Stairs detail. 0 0 Sheet Al 3 — Auditorium #9 — Auditorium Details 1. Revised various details per current standards. 2. Revised various finish callouts per revised finish legend. 3. Added Behind Screen Acoustical Baffle detail. 4. Added Vestibule Corridor and Finishes detail. 5. Added Trash Cabinet Section detail. 6. Added Trash Cabinet Plan detail. 7. Added Trash Cabinet Elevation detail. Sheet A14 — Auditorium #9 — Seat Numbering Plan 1. Revised seat numbering plan per revised seating riser layout. 2. Revised Auditorium Furniture legend. 3. Revised New Seat Count per revised seating riser layout. Sheet Al 5 — Auditorium #9 — Finish Plans 1. Revised finish legend per current standards. 2. Revised PLF general finish notes per current standards. 3. Revised PLF scope of finishes per current standards. 4. Revised Finish Key per current standards. 5. Revised finish plan per revised seating riser layout. 6. Added location of wall covering at full height of low walls. 7. Added finishes at existing trash cabinet. 8. Revised various finish callouts per revised finish legend. Please let me know if there are any further questions or concerns about the above responses or enclosed drawings changes at (816) 569-0862 or akinderknecht(gastingerwalker.com. Thank you for your consideration. Sincerely, Amy Kinderknecht, AIA NCARB 7/3/2017 0 City of Tukwila Department of Community Development MATT MURRAY 111 W WASHINGTON ST, STE 450 CHICAGO, IL 60602 RE: Permit Application No. D17-0026 AMC - SOUTHCENTER 169 - AUDITORIUM #9 3600 SOUTHCENTER MALL Allan Ekberg, Mayor Jack Pace, Director Dear MATT MURRAY, In reviewing our current application files, it appears that your permit applied for on 2/10/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 8/10/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo . Permit Technician File No: D17-0026 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 817 Wyandotte, Kansas City, MO 84105 816.421.8200 gastingerwalker.com 0 12 May 2017 Ms. Rachelle Ripley Department of Community Development City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RE: AMC Southcenter 16 / Auditorium #9 3600 Southcenter Mall Tukwila, WA 98188 Permit Application # D17-0026 Revised Drawings — Revision #1 Dear Ms. Ripley: Please find our revisions and clarifications per your plan review comments dated March 3, 2017 in the accompanying revised drawings and per our responses below. 1. Add details for occupancy group A-1 to sheet AO. Response: Occupancy A-1 per current applicable codes has been added to sheet A0. 2. Provide handrail details for each side of stairways per IBC 1011.11. Response: Because this is an assembly occupancy, handrail requirements are enforced per Chapter 29 of the 2015 IBC and section 1029.15 allows for handrails at stepped aisles in assembly spaces to be installed on either one or both.sides of stepped aisle. Handrails will be installed continuously along the sidewall side of aisles in accordance with section 1029.15. 3. Identify minimum guard height as 42" per details K16 shown on sheet A7. Response: Detail K17 has been revised to show guard walls at a 42" height. CORR 4. Provide complete firestopping details with Rockwool blankets at unkeTedt IBC 805. Response: Per 2015 IBC sections 805 and 718, concealed spaces can be either fireblocked or filled with Rockwool blanketing, but both are notes steel angle has been added to detail H1/Al2 to create non-combtecr>yru the new seating riser construction. Dm- GastingerWalker& MAY 18 2017 PERMIT CENTER 5. Identify ASTM E84 flame spread data for 1" ReCore acoustical wall insulation panels. Response: Testing results for 1" ReCore acoustical wall panels showing compliance with ASTM E84 are attached. 6. Clarify Class A details for finish material "WPF-1 ". Response: Product data for finish material WPF-1, acoustical wall panels, are attached. 7. Clarify the thickness of wall finish material "WC -2". Response: Thickness of WC -2 is approximately 1/8", product data for both the covering and the 1" insulation board it used in certain application throughout the project are both attached. 8. Identify the maximum riser height as 7" shown on detail Al on sheet A7. Response: Front seating risers have been adjusted so that stair risers are no more than 7" high each. 9. Add details for posting the maximum occupant load at assembly rooms. Response: Details for tactile occupancy signage has been added to sheet A13. 10. Note the code edition as the 2015 IMC and WSEC. Response: The 2015 IMC and WSEC are both listed on the cover sheet AO as applicable codes to this project. Additional owner- and coordination -driven changes to the drawings are included in the revised drawings and listed below per sheet. Reference also the attached response letters from structural and MEP engineers. Architectural: Sheet Al — Auditorium #11 _ Demolition Plan 1. Removed notes for demolition at entry doorways. 2. Added field verification notes. Sheet A2 — Auditorium #11 — Floor Plan 1. Added field verification notes. 2. Added aisle stair dimension notes. 3. Revised location of wheelchair accessible spaces in relation to low wall behind. Sheet A3 — Auditorium #11 — Reflected Ceiling Plan 1. Revised Lighting Legend for clarification. Sheet A4 — Auditorium #11 — Projection Booth Plans 1. Revised location of transducer boxes at wheelchair accessible spaces. Sheet A5 — Auditorium #11 — Section/Elevations 1. Added wall covering to low wall. Sheet A6 — Auditorium #11 — Section/Elevations 1. Clarified application of wall covering at cross aisle. Sheet A7 — Auditorium #11 — Speaker Blocking 1. Added note regarding speaker blocking on sidewalis. Sheet Al 0 — Auditorium #11 — Entry Portal Elevations 1. Clarified location of power and data at entry signage. Sheet Al 2 — Auditorium #11 — Details 1. Revised details to current typical versions. 2. Added field verification note at rear wall thickness. Sheet A14 — Auditorium #11 — Finish Plans 1. Added wall coving at low walls. 2. Clarified carpet base at low walls. Please let me know if there are any further questions or concerns about the above responses or enclosed drawings changes at (816) 569-0862 or akinderknecht(a�gastingerwalker.com. Thank you for your consideration. Sincerely, Amy Kinderknecht, AIA NCARB • I May 11, 2017 KC Ellis City of Tukwila 6300 South Center Boulevard Suite #100 Tukwila Washington 98188 Re: AMC South Center 16 Aud #9 — 3600 Southcenter Mall, Tukwila, WA Permit Application #M17-0022 and #D17-0026 — Corrections Dear KC Ellis, Below are PMA responses (in bold) to structural comments (italicized) for AMC South Center • #M17-0022 Provide roof structural calcs stamped by a Washington State registered engineer that support the HVAC unit, provide a detail for the attachment of the HVAC unit to the curbs/roof structure for seismic zone D2, provide automatice smoke shut- off details for any units having over 2000cfm, and note the code edition as the 2015 IMC and WSEC. PMA Response: See supplemental calculations sheets 064-072 for structural. Sheet S2.1 has been revised to include the roof framing, and'/" bolts were added to detail 4/S2.1 to address RTU attachment. Smoke shut off details are a mechanical/electrical item, and are addressed with plan note 6 on sheet El. • #D17-0026 Clarify the speaker mounting backing as fire retardant shown on PA1 on sheet A8... PMA Response: See revised detail 1/S0.5. Notes have been revised to specify FRT plywood. Fasteners have been specified to meet the minimum cOGIB. 1T ► requirements of IBC 2015 2304.10.5.4. LTR#. In addition to addressing city comments the following changes have been made to the structural documents: Sheet S0.1: 1/S0.1: 2/S0.1: Sheet S0.2: 3/S0.2: Updated Importance Factors Updated Sheet Index Updated Detail RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER 6717 Shawnee Mission Parkway 1 Suite 100 ( Overland Park, KS 66202 ( 913-831-1262 1 Fax 913-831-0148 moengineering.com AMC Southcenter, Tukwila; WA May 11, 2017 Page 2 Sheet SO.4: 1/S0.4: 2/S0.4: 3/S0.4: Sheet SO.5: 1/S0.5: Sheet S1.1: 1/S1.1: Sheet S2.1: 1/S2.1: 4/S2.1: Sheet S3.1: Details l& 2: Sheet S3.2: Details l& 2: Sheet S3.3: 1/S3.3: Details 2 & 3: Sheet 53.4: 1/S3.4: 2/S3.4: 3/S3.4: Sheet S4.1: 1/S4.1: Sheet S4.3: 3/S4.3: 4/S4.3: Sheet S4.4: 5/S4.4: Sheet S4.5: Detail 1,2, &3: Sheet S4.6: Detail 1 & 2: Sincerely, PMA Engineering. Updated reference note Updated Detail Revised Field verification notes Updated Detail to include FRT plywood Revised Riser Layout Updated North Arrow 0 Updated framing plan and relocated mech unit Revised RTU attachment detail Revised riser layout, updated notes Updated notes Revised detail Updated closure angle Revised Detail Updated closure angle Added detail Revised Note 2 Revised Note Updated detail Updated detail Added details Details relocated from sheet S4.5 rr eta Milian Engineer Narrative To: Amy Kinderknecht, Gastinger Walker & From: Cameron Weekly, Hoss & Brown Engineers Project: H&B Project #1620647 — AMC Southcenter 16 Auditorium #9, Tukwila, WA Revision #: #1 Date: May 12, 2017 TO ALL BIDDERS: The following are changes to the previously issued plans and/or specifications and supersedes information previously included in the contract documents. Drawings: 1. Sheet ME1 a. Removed plumbing specs 2. Sheet M1 a. RTU-DLB and EF-DLB (along with associated ductwork/components have been relocated due to structural complications. 3. Sheet P1 a. Sheet has been removed. Eyeglass washer no longer in scope. 4. Sheet E1 a. RTU-DLB and EF-DLB (along with associated ductwork/components have been relocated due to structural complications. 5. Sheet E7 a. Updated schedules per eyeglass washer removal. 6. Sheet E8 a. Sheet added to show compliance with minimum 1.0 fc egress requirements. City Comments Responses: Correction Letter #1 1. Provide details for the average of 1.0 foot candle along the path of egress a. Sheet E8 added showing compliance with this requirement. Hoss & Brown Engineers www.h-be.com 11205 West 79th Street Suite 102 Lenexa, Kansas 66214 913-362-9090 913-362-9696 fax March 03, 2017 City of Tukwila Department of Community Development MATT MURRAY 111 W WASHINGTON ST, STE 450 CHICAGO. IL 60602 RE: Correction Letter it 1 DEVELOPMENT Permit Application Number D17-0026 AMC - SOUTHCENTER 169 - AUDITORIUM #9 - 3600 SOUTHCENTER MALL Dear MATT MURRAY, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILIDING DEPARTMENT: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. O Add details for occupancy group A-1 to sheet A0, Provide handrail details for each side of stairways per IBC 1011.1 1, Identify minimum guard height as 42" per detail K16 shown on sheet A7, Clarify the speaker mounting backing as fire retardant shown on PA1 on sheet A8, Provide complete firestopping details with Rockwool blankets at underfloor areas per IBC 805, Identify ASTM E84 flame spread data for 1" ReCore acoustical wall insulation panels, Clarify Class A details for finish material "WPF-1 ", Clarify the thickness of wall finish material "WC -2", provide details for the average of 1.0 foot candle along the path of egress, Identify the maximum riser height as 7" shown on detail.A1 on sheet A7, and details for posting the maximum occupant load at assembly rooms. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, MJMTAAC) Rachelle Ripley Permit Technician File No. D17-0026 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT CORD COPYC� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0026 DATE: 11/20/17 PROJECT NAME: AMC ¥ SOUTHCENTER AUDITORIUM #9 SITE ADDRESS: 3600 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: pM2 1l\i5' Building Divisioh public Woks 11\1.1\111 MO kV' Fire Prevention Structural latot Nk nning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/21/17 Structural Review Required REVIEWERc6 INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/19/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERc6 INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0026 DATE: 05/22/17 PROJECT NAME: AMC - SOUTHCENTER 169 - AUDITORIUM SITE ADDRESS: 3600 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: V1 Au( E-.))4-( 7 Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/23/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) 06/20/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 OPERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0026 DATE: 02/14/17 PROJECT NAME: AMC-SOUTHCENTER 169 - AUDITORIUM #9 SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # Revision # after Permit Issued Revision # before Permit Issued DEPARTMENTS: C 711 Building Division rite ? * Public Works fig 414 1,A0 Fire Prevention ftr1111 Planning Division �I11�1 Structural Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/14/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/14/17 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [1 Fire ❑ Ping 0 PW ❑ Staff Initials: 09/ 12/18/2013 O PROJECT NAME: AMC' Sou tJl� tiff SITE ADDRESS: ?(00O SO A Fh Latter Ivt M 0 PERMIT NO: 17ig 00 f ORIGINAL ISSUE DATE: � 6, 11 REVISI N LOG REVISION NO. DATE RECEIVED DATE RECEIVED ISSUED DATE STAFF I . IALS ISSUED DATE 1-61-1 8 STAFF INITIALS 1 o f 11 Received by: Summary of R' vis on: 156 - i W,1 �� 'i` I 4Q * �' r \ k 0 reN1Wfl • / Received : ( ! REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: November 7, 2017 Plan Check/Permit Number: D 17-0026 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA NOV 17 2017 PERMIT CENTER Project Name: AMC - SOUTHCENTER 16 - AUDITORIUM #9 Project Address: 3600 SOUTHCENTER MALL Contact ✓ 4R-�-( Jv' r 31 2-- 2-10 / 577 ontact Person: f' 2 Phone Number: Summary of Revision: y - W1 uu r h ci w► rt- 4 4. (n �- k/L GI t .COwt y Architectural: Revised seating layout in back of auditorium to straight rows: added/revised various other lighting elements and detail updates per current client standards. Detailed revision narrative attached. Structural: Sheet S0.1: Revised structural notes. Sheet S0.2: Revised Details 1,3,4,5 with more specific attachment methods. Sheet S0.5: Revised Detail 1 by updating speaker wt and attachment methods. Sheet S1.1: Revised auditorium layout (curved rows to straight rows) and updated west ramp Sheet S3.1: Revised sections to reflect updated auditorium layout per plan. Sheet S3.3: (Details 1,2,3) Revised sections to reflect updated auditorium layout per plan. Also provided more specific construction requirements in regards to closure angles. Sheet S3.4: Detail 1/S3.4 omitted to reflect new auditorium layout. Detail 2/S3.4 Revised to reflect new auditorium layout. Detail 3/S3.4 provided more specific construction requirements in regards to closure angles. Sheet S4.2: Dimension removed from detail 1/S4.2 Sheet S4.3: Dimension removed from detail 2/S4.3 Sheet S4.5: Detail 4/S4.5 added to set labeling speakers used on sheet S4.5 7:\AMC \Dolby Cinema\2016.486 Southcenter 16\2 Drawings and Specifications \City Permit Info \2017-1106 Rev #3 Straight Rows & VE\BUILDING_Revision Submittal Form - DI7-0026.doc Revised: August 2015 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Sheet S4.6: Screen shaker attachment revised. Sheet Number(s): AO, A2, A3, A4, A5, A7, A8, A8.1, A9, A10, All, Al2, A13, A14, A15, S0.1,S0.2,S0.5,S1.1,S3.1,S3.3,S3.4,S4.2,S4.3,S4.5,S4.6 "Cloud" or highlight all areas of revision including date o revispn Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on l:\AMC\Dolby Cinema \2016.4S6 Southcenter 16\2 Drawings and Specifications\City Permit Info \2017-1106 Rev #3 Straight Rows & VE\BUILDING_Revision Submittal Form - D17-0026.doc Revised: August 2015 Dl City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: May 12, 2017 Plan Check/Permit Number: D17-0026 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA MAY 1 8 2017 PERMIT CENTER Project Name: AMC — SOUTHCENTER 16 — AUDITORIUM #9 Project Address: 3600 SOUTHCENTER MALL Contact Person: Amy Kinderknecht Phone Number: 816-569-0862 Summary of Revision: Comment: Add details for occupancy group A-1 to sheet AO - Occupancy A-1 has been included on the cover sheet as the applicable occupany group per current codes. Comment: Provide handrail details for each side of stairways per IBC 1011.11 - Because this is an assembly occupancy. handrail requirements are enforced per Chapter 29 of the 2015 IBC and section 1029.15 allows for handrails at stepped aisles in assembly spaces to be installed on either one or both sides of the aisle. Handrails will be installed onctinuously along the sidewall side of aisles in accordance with section 1029.15. Comment: Identify minimum guard height as 42" per detail K16 shown on sheet A7 - Detail K17 has been revised to show guard walls at a 42" minimum height. Comment: Clarify speaker mounting backing as fire retardant shown on PA1 on sheet A8 - See revised detail 1/S0.5. Notes have been revised to specify FRT plywood. Fasteners have been specified to meet the minimum coating requirements of IBC 2015 2304.10.5.4. Comment: Provide complete firestopping details with Rockwool blankets at underfloor areas per IBC 805 J:\AMC\Dolby Cinema \2016A86 Southcenter 16\2 Drawings and Specifications\City Permit info \2017-0306 City comments\BUTLDING_Revision Submittal Form - 017-0026(4)_COMPLETE.doc Revised: August 2015 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov - Per 2015 IBC section 805 and 718. concealed spaces can be either fireblocked or filled with Rockwool blanketing. but both are not required. A steel closure angle has been added to details H1/Al2. 2/S3.3, 3/S3.3 and 2/S3.4 to create non-combustible construction at the new seating risers. Comment: Identify ASTM E84 flame spread data for 1" ReCore acoustical wall insulation panels - Testing results for 1" ReCore acoustical wall panels showing compliance with ASTM E84 are attached. Comment: Clarify Class A details for finish material "WPF-1" - Product data for finish material WPF-1 acoustical wall panels is attached. Comment: Clarify the thickness of wall finish material "WC -2" - Thickness of WC -2 is approximately 1/8". product data for both the covering and the 1" insulation board it is used to cover in certain applications throughout the project are attached. Comment: Providedetails for the average of 1.0 foot candle along the path of egress - Sheet E8 has been added to set to show compliance with this requirement. Comment: Identify the maximum riser height as 7" shown on detail Al on sheet A7 - Front seating risers have been adjusted so that stair risers are no more than 7" high each. Comment: Details for posting the maximum occupant load at assembly rooms. - Details for tactile occupancy signage has been added to sheet A13 with installation locations identified on sheet A9. Additional owner- and coordination -driven changes made per attached narratives. Sheet Number(s): AO, A2, A3, A4, A5, A6, A7, A8, A9, Al2, A13, SO.1, SO.2, SO.4, SO.5, S1.1, S2.1, S3.1.1 S3.2, S3.3, S3.4, S4.1, S4.3, S4.4, S4.5, S4.6, ME1, Ml, El, E7, E8 (added) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on J:\AMC\Dolby Cinema \2016.486 Southcenter 16\2 Drawings and Specifications\City Permit Info \2017-0306 City comments\BUILDING_ Revision Submittal Form - D17-0026(4)_COMPLETE.doc Revised: August 2015 LTCI LTD 0 Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Search L&l Page 1 of 2 A -Z Index help MyI,&[ Workplace Rights Trades & Licensing LTCI LTD Owner or tradesperson Principals CIMINIO, ANTHONY B JR., PRESIDENT CIMINIO, JOHN A, VICE PRESIDENT Doing business as LTCI LTD WA UBI No. 602 895 673 210 Bonair Ave HATBORO, PA 19040 215-245-0300 Business type Corporation Governing persons JOHN A CIMINO ANTHONY B CIMINO JR; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor • License specialties GENERAL .License no. LTCILL*919DZ Effective — expiration 03/09/2009— 03/19/2019 Bond WESTERN SURETY CO Bond account no. 70668845 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/09/2009 02/23/2009 Expiration date Until Canceled Insurance .................. Phoenix Insurance Company, The $1,000,000.00 Policy no. CO9D042721C0F16 Received by L&I • Effective date 12/30/2016 12/31/2016 Expiration date 12/31/2017 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602895673&LIC=LTCILL*919DZ&SAW= 8/7/2017 LTCI LTD Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .............. _ ........................ No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 170,854-00 Doing business as LTCI LTD Estimated workers reported Quarter 2 of Year 2017 "0" Workers L&I account contact T4 / NIKKI BUTLER (360)902-4918 - Email: BUTQ235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 0 Washington State Dept. of Labor & Industries. 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Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602895673&LIC=LTCILL*919DZ&SAW= 8/7/2017 1 2 3 4 5 6 7 8 9 12 13 14 115 116 17 18 19 1 20 21 122 123 24 E D D1 78' - 10 1/2" - GC to verify prior to start of construction Match Line Notify architect if deviation is greater than 1" WWI ----- c 0 z U) 8 U) 0 0 N N- CV L) II II II II II II II II II II II II II II I I II II II I I II II II I I II II 1 II II II II II II II 11 II II II II II I I II I I II II II II II II Patch existing wall as needed Auditorium #9 L379 Original Seat Count Fixed 294 Accessible 5 Total 299 Remove existing screen, frame and baffle wall Patch existing wall as needed MAW 4111111111111 Remove all existing handrails, typ -2' - 6" \ A - -0 1 1 Ij / 7 5- \ / / I I I -1'-0" --H Remove all existing guardrails, pical- Ak 0" H / J 7 / 7 / 'Remove all existing handrails, typica J 0" Auditorium #9 - Demolition Plan A6 1/4" =1'-0" 0 1 1' 4' NORTH Existing (1:23 sloped floor) Remove existing wall covering, prepare walls for new finishes, typical Remove existing carpet, typical Remove existing base, typical Down Remove portion o existing wall as ne for new constructi L-'- y -. - - A- -.- -_ - - - -L- y -._ _4 - i 7 cal J I --4 I ---1 ' I 1,;r111I /vr; II i�� ' it !,7 ,iu --7 __J _- 4 1 c`,,'-, Ili 1 \ 111 LI -- I __J I ---I _200._'- 5 1 /2" I 4 I __J I ---1 ---I _-J I ---I -- -I I 7 -- I __J I ---1 3' 11 1 /2" I __J - - -I --H I --J I ---1 -- -I I - --I -- I __J ---I 5' - 5 1/2" --J I - - -I ---I I _-J ---I ( -- -I ----I --- __J I ---I 6' - 11 1/2" I --J ---1 --H I __J ---I I -- �I -- _-J I ---I 8' - 6 1/2"7 I _ J I - - -I ---I I _J I ---I I -- -I _- 1 _-J I ---1 9' -11 1/2" _-J I - - -I ---I I I _J ---I I -- -I - 1 -- ---I 11' - 5 1/2" --1 I-- - - -I ---I -J I ---1 I -- ___1 _-_i ---I __ I 12' -11 1 /2" --H 1 --J I_-� I---1 --- - - -I - E'II -L'�II L;C7) L iuI ____1--- --J ---1 7 J -- 7 ---I I---1 ---I I --7 I --J I -- -- ---I ---1 I ---I _--1 Remove I -- -- ---I --H I --1 I _-J all existing seat I -- --- ---I ---1 I --7 I _-J ng, typical I -- I -- --4 --H I --1 --J I -- I -- ---4 ---1 I ---I I _-J I -- I --- ---I ---I I --7 --J I -J I --I --1 --J I -_, 1 eded xi _-J >=-T-,---r----,--r--r----,-T-,--,-- r -r---,- -- -1 Projection Equipment Room 434 16' -11 1/2" -.11l LE I I `E===�J For Projection Booth demolition, Re: Al /A5 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.). DEMOLITION PLAN KEY - Existing walls to remain - - - - - Walls to be removed C B A 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. 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. Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission paperwork. 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. 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. 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. Auditorium #9 Demolition Notes 0 a) 0 co a) co Ts2 c a) o c 1p-0 2 i) i O N O 0 U0 U) 0 c M 0)'i -- a) O 02 L G w 0 c - 0a) U c Pti OD MEP z 0 z w HOSS & BROWN• 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1232, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 REQ* 4" `• ADT *.060DE 1 CE 1VHtd?3 DEC 0 8 2017 12 May 2017 16 June 2017 7 November 2017 City of Tukwila ILDING DIVISI 1. In Auditorium #9 remove and dispose of all existing wall and floor strip lighting, existing resilient base and ceramic tile, carpet and transition pieces on floors, _ R stairs and cross aisles. Remove resilient flooring where CIF\' new topping concrete or carpet is to be installed.I, Leave resilient flooring in place where being built over with metal framing, decking, etc. Prepare all walls for PERM new paint, wall covering and carpet base. 2. Refer to electrical for removal of speakers, lighting, etc. 3. Remove and dispose of all metal handrails and guardrails in Auditorium #9. 4. See ceiling plans and elevations for further demolition notes. 5. Remove all existing seatin.. Store/ /dispose of reved ea t Vis' as f, ted by A 10 11 12 13 14 15 16 17 18 19 20 21 CEIV F TUK I 1 2,3i7 T CENTER Drawn By Checked By REGISTERED ARCHITECT .-D JANA ELLYCE BEE TRIPLE TATE. OF WASHINGTON 1 Auditorium #9 Demolition Plan 1 AK BS Project Number. DCAP.2016.486 © Copyright 2017 U a) c Y L a) .a c _ji E I— w UI 0 L D 0) I rn CD L a) c a) 0 v7 m co m B o U 0 2 3 4 5 6 7 8 9 10 12 113 14 15 16 17 18 19 20 21 22 23 24 78' - 10 1/2" - GC to verify prior to start of construction NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Infill new wall to match existing construction New steel tube handrails, paint (PP -31) and brackets (PP -1), Re: Structural 1" typ unless _ noted otherwise Match Line For typical handrail extensions at stairs, Re: A16 /A13 3' - 7 3/4" New steel tube handrails, paint (PP -31) and brackets (PP -1), Re: Structural New audio rack, re: Electrical Projection Equipment Room 434 I Centerline of wall radii to be along centerline of auditorium, typical Auditorium #9 Acoustical baffle behind screen, re: K21 /A13 All recliners to receive floor lock, re: L1 /A13 r Typ L13 Al2 1 - 3' min typ 1'-3"min Cep New screen and frame by others New QSC speakers, re: Electrical and Ceiling Plan N Maintain existing or provide new full height black acoustical insulation (duct liner or material per owner) to all walls behind / screen Main wall - 4" minimum Sidewalls - 2" minimum A 5" typ, unless noted otherwise 1 New steel tube guardrails, r paint (PP -1), Re: Structural • 111 �L [111]1 r ■ r �l [111i! [111)1 r, ■■ L [111]! L 111111 r �■ SII MINIM Imo► �WPJI 1-► [11t Ir CZ�_�' [II IU vL 1111)1 L [111]11 P ■ r SII [11111 [111)11 [IIIA 1111)11 rwise mon L ion L 1" typ, unless noted othe All treads 12" unless noted otherwise For Projection Booth floor plan, Re: A9 /A5 C - o„ 1' - 3" 17' - 4" /11 (1:13 ramp) % Existing door to remain, paint �J 7 (PP -2) auditorium side only New ramp over existing sloped floor New steel tube handrails, paint (PP -31) and brackets (PP -1), Re: Structural 1 - 3" 4' - 2" Down New steel tube handrail, paint (PP -31) For typical handrail extensions, Re: A16 /A13 and brackets (PP -1), Re: Structural Infill new wall to match existing construction REVIEWED CODE COMPL APPROVE MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit A, Revision 1 4, Revision 2 OR N Revision 3 DEC 0 8 20 7 City of TukIA BUILDING DIV ila SION 11606 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCHITECT RECEIVE CITY OF TUK JV1t12 ILA 17 JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON New Seat Count Fixed Accessible Total 152 5 157 Auditorium #9 - Floor Plan 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.). Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2010 ADA Standards for Accessible Design section 221.4 and 802.4 PERMIT GE( Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space All existing auditoriums in the theatre complex have an assistive listening system; it will be maintained and motified as needed in this auditorium renovation NORTH 1/4" =1-0" 10 11 12 13 14 15 16 17 18 19 20 21 TER Drawn By Checked By II 5� 14Il Auditorium #9 Floor Plan A2 AK BS Project Number. DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F U N C Y L co I E Q a! F- z w U 0 I 0 r D Co I- rn I (0 L C_ 0 a..r C a) .F+ Vl co co co B N— — NDN Co 0 0 J U A 1 2 3 Al A6 4 5 6 7 8 8'-3" Acoustical baffle behind screen, -re: --K21 /A13 9 c. 0 New (4 ea.) QSC GP218-SW sub woofers, Re: Structural for speaker mounting` \ \ 10 11 Recenter existing exit sign over new opening, recess in new acoustical panels 8' - 3" N to c. 0 0 78'-101/2" g. Existing sloped ceiling Centerline of auditorium and screen New (8 ea.) QSC SB -7218 speakers, Re: Electrical New (5 ea.) QSC SC -444 speakers, Re: Electrical En N Existing can lights to remain, trim rings to be matte black, paint as needed, typical 8' - 3" 0 12 13 14 15 0 to 16 c. 8'-3" 17 g. 0 18 8'-3" 19 15° 20 21 22 NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule S Existing sloped ACT ce ling to remain. Patch, repair and replace as needed 0 New HLS cell ng light tracks, verify final locations with Tempo, Re: Electrical Relocate existing supply diffuser, Re: Mechanical 0 0 24' - 4" 411, S • 23 New (16 ea.) QSC SR -1290 surround speakers, Re: Structural for speaker bracket attachment, confirm all final speaker angles with AMC 0 Existing supply diffusers and return air grilles to remain, typical 0 S S 4S° —24'-4' 24' - 4" J For Projection Booth RCP, Re: A17 -/A5 M ao 0 15° Auditorium #9 - Reflected Ceiling Plan 1/4" = 1'-0" 24 0 1' 2' NORTH 8' - 3" 8' - 3" Recenter existing exit sign over new 8' - 3" opening, recess in new acoustical panels 0 ao 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 8' - 3" 8' - 3" New (22 ea.) SLS Audio DH -SLS -S sidewall speakers (43" height), typical. Re: Structural for speaker mounting Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT - PRE M" rec ived 31 Octobe 2017. Note: Before removal or installaiton of tritium exit signs, email Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission paperwork. 24 03 to Construction MEP 111 6., I HOSS BROWNIE 11205 West 79th Street Lenexa, Kansas 66214 (913)362-9090 phone Structural PM A Engineering 6 71 7 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION Can Light RECEIVED Egress Light CITY OF TUKWILA PERMIT CENTER LIGHTING LEGEND "V 7 2517 • Wall mounted exit sign 2 x 4 fluorescent troffer Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 1\ Revision 1 A, Revision 2 Revision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 11606 REGISTERED ARCHITECT Att._ STATE OF WASHINGTON 10 11 12 13 14 15 16 17 18 19 20 21 Drawn By AK Checked By BS Auditorium #9 Reflected Ceiling Plan A3 Project Number: DCAP.2016.486 © Copyright 2017 2 13 14 15 16 I7 18 I9 10 11 1 12 1 13 14 115 116 17 18 119 1 20 121 1 22 123 1 24 Note: All dimensions to center of floor boxes Floor power receptacles Re: Electrical Recessed floor junction box for transducer speaker connections Re: Electrical HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@hbe.com Structural z z W PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Centerline of auditorium and screen Recliner loveseats at back row Power curb E D Per Plan Curb radius: 54' - 3 1/2" Back of recliner loveseats C B A Cover curb with carpeting Plywood corners to be rounded (1/2" radius) Leviton 689-E One -Gang Recessed Duplex / Receptacles (Black) 1" fire retardant treated plywood gussets plates spaced 16" O.C. max, Precut holes for power in plywood gusset plates M I N N I d- Centerline of radii to be along centerline of auditorium, typical REVIEWED FOR CODE COMPLIANCE APPROVED if-) E a) 0 C � 76 a� c D) o c O O L U) O O N co (3 00 e O c CO 'O � O O om_ L G N U ascnU) c — Y t m N o o I,. Q� 0 U Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 10 Revision 1 12 May 2017 Revision 2 16 June 2017 ARevision 3 7 November 2017 DEC 082017 11.606 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL REGISTERED /ALR�C�HITECT 4(4-. JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON 1 7 2011 PERMIT CENTER 1" & 3/4" fire retardant treated plywood, kerf cut back of vertical panels as needed to curve Drawn By Checked By Power Curb Detail Not to Scale A18 Auditorium #9 - Floor Box Locations NORTH 10 15 16 17 s114) AK BS Auditorium #9 Floor Box Locations A4 ject Number. DCAP.2016.486 © Copyright 2017 a) a) _ c .1C I E Z w UI U) 2 L rn NI rn 0 L a) a) U O co Co 0 N U O J a) 0 A 12 13 14 l 15 16 l 17 18 19 20 121 122 123 24 2" fabric wrapped acoustical wall panels Provide P1000 uni-strut the entire width of port window. Provide blocking as required. NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Multiple layers of 5/8" gypsum board (new or existing) 5/8" gypsum board (new or existing) Metal studs (new or existing) Fire retardant treated 2x wood frame surround New view port window provided by Dolby New projection port window provided by Dolby R.O. - Rough opening dimension Prefinished flat black metal projection port. Auditorium Side Note: All wood used shall comply with all local & national codes governing this project. Booth Side Window to be installed with handles on booth side Set frame (head, sill & jambs) in Pecora Acoustical Sealant, Continuous. Wrap sealant up sides of frame. Infill opening with wall construction to match existing wall Remove existing projection window - For Dolby booth 1) At projection port wall: paint walls, metal conduit, ductwork, pipes etc. from floor to ceiling (PP -3) starting at projection port(s) centerline out to 10'-0" on each side or to corner of booth, whichever is less. Paint up to 10'-0" above booth floor if no ceiling is present. 2) At ceiling over wall area defined above: paint any existing ceiling (PP -5) if not black already. Paint exposed structure, HVAC components, piping, conduit, etc. (PP -5) if within 10'-0" of booth floor. Acoustical batt insulation (new or existing) Prefabricated Metal Port Assembly Projection Booth - Port Wall Elevation Confirm Dolby Projection/Port Windows with AMC prior to framing rough openings. Dolby layout shown received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - PLAN SECTION -PRELIM" received 31 October 2017. M 1 1/2" =1'-0" 1/2" = 1'-0" Ca 4)- '8 c Y t 2 (q) co Ts C 1) o c MMI U 2 1) L cin 0 O N O CU c° U _ as c ;33E o T . � m o CD 0 ComC_ L G • c ±-2 N U c 2 U) c _Y a) 0 M 4- -a 0 .c 2 N. Q c MEP ‘, HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831.1262, F; (913) 831.0148 www.pmaengineering.com Projection Equipment Room 434 1 Projection Equipment Room L434 16' -11 1/2" 16'-111/2" Existing audio rack to be removed, store or ship per Owner (2) Dolby laser projectors and stands on Christie floor mounted projection transport track system. Verify installation height with Owner Laser Rack #2 Audio Racks Existing projector to be removed and stored as directed by Owner Centerline of auditorium and screen Projector #2 1 Projector #1 I Remove exisitng projection window D C B New projection port window provided by Dolby centered on screen New view port window provided by Dolby Existing ACT ceiling to remain, Re: MEP for ceiling work REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082017 City of Tukwila BUILDING DIVISION Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 10 Revision 1 12 May 2017 2\ Revision 2 16 June 2017 0 Revision 3 7 November 2017 11606 REGISTERED ARCHITECT RECEIVED CITY OF TUKWILA i f '617 PERMIT CENTER JANA ELLYCE BEE TRIPLE"1'T STATE OF WASHINGTON Drawn By Checked By U Auditorium #9 Projection Booth Plans Al Projection Booth - Demolition Plan NORTH A6 1/4" = 1'-0" 0 1' 2' 4' 1 12 3 14 A9 Projection Booth - Floor Plan NORTH A17 Projection Booth - RCP A6 1/4" =1'-0" 0 1 2' 4' 15 6 7 8 12 113 1 14 1 15 1 16 17 1 18 1 19 120 121 A5 AK BS r: DCAP.2016.486 © Copyright 2017 i7 12 , 13 , 14 , 15 16 , 17 18 , 19 20 21 22 23 , 24 Remove all existing acoustical panels, wall base and wall sconces, typical entire auditorium. Install new 2" acoustical panel system with black fabric (PWPF-1), patch original wall as required New projection and view port windows, provided by Dolby New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structual for mounting /////////////////////////////////////////p//////// %/////f///////////, //////`/////////////////7////////////////////////////////////////////////////////////////////, New wall covering (PWC -1) New carpet (PCP -1) on vertical face New steel tube guardrails, paint (PP -1), Re: Structural Confirm Dolby Projection/Port Windows with AMC prior to 3o- framing rough openings. Dolby layout shown received fro AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - PLAN SECTION -PRELIM" received 31 October 2017. Auditorium #9 - Rear Wall Elevation 1/4" =1'-0" Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT - PRELIM" received 31 October 2017. Maintain existing or provide new full height black acoustical insulation (duct liner or material per owner) to all walls behind screen Main wall - 4" minimum Sidewalls - 2" minimum Paint existing wall (PP -4) Remove all existing acoustical panels, wall base and walls sconces, typical entire auditorium. Install new 2" acoustical panel system with black fabric (PWPF-1), patch original wall as required NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Pr N Existing ceiling to remain Re: Ceiling Plan and Structural for ceiling speakers Aisle lighting, re: Electrical and Al /Al2 for placement New steel tube guardrail, paint (PP -1), Re: Structural New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting `. aI\2016.486 Southcenter 16 Aud #9_straight rows_CENTRAL akinderknecht.rvt Acou; tical baffle behid screen, re: K21 /A13 For typical ha drail extensions re -rto A16 /A13 Existing exit sign to remain, : recess in new acoustical anels New steel tube handrail, paint (PP -31) and brackets (PP -1 , Re: Structural Projection 16'-111/2" E D C B New fabric -wrapped light cove extrusion, Re: _J1."/A8.1'. ,(__AEME 0m -111 New wall covering (PWC -1) New projector by Dolb projector height to b; REVIEWED FOR confirmed by Dolby CODE COMPLIANCE I APPROVED New QSC speakers, re: Electrical and Ceiling Plan New steel tube handrail, paint (PP -31) and brackets (PP -1), Re: Structural: New carpet base (PCP -1) DEC 0 8 2017 MEP r y r W HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www. pm a engineering. corn v) E U 03 c cttRS 0) c 0) c co (u 0) C▪ l) - 0 c O O , II U c coes c U U co U a) i Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 • Revision 1 12 May 2017 • Revision 2 16 June 2017 A Revision 3 7 November 2017 Open to beyond Line of existing auditorium floor and risers Black termination trim at wall covering edge re: P1 /A10 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 11606 /' . T .._.-• E/Allorrivisimiimi 1 % T A h.� 711/MillrWdEmorA/ MEE.wilililff����J/. ���� New recliner love seat, typical, attach to floor; re: Ll /A13 a 1 1 n7 REGISTERED ARCHI ECT \o/t40— JANA ELLYCE BEE 'TRIPLETT STATE OF WASHINGTON Entry/Lobb 0' PERMIT CENTER New risers and knee walls, shown hatched New wall covering (PWC -1) New carpet base (PCP -1) Dimensions taken at centerline of auditorium, this string only New wall covering (PWC -1) New carpet base (PCP -1) Aisle lighting, re: Electrical and Al /Al2 for placement Screen Floor -Z - 6" Drawn By 8' 10') AK Checked By Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT- PRELI M;.received 31 0 tober 2017. Auditorium #9 Section/Elevations A A2 1/4" =1-0" 10 11 1 12 113 114 115 1 16 117 18 I19 120 21 22 BS 016.486 © Copyright 2017 U m C Y c :2 CO �I E_ I -- W 01 2 L -C D rn rn Co C_ L a C a) U -C O ro co co B — Q N C) 0 lin 13'-7" At.N1'-4" New wall covering (PWC -1) New carpet base (PCP -1) New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting 10 11 Remove all existing acoustical panels, wall base and walls 12 13 14 15 sconces, typical entire auditorium. Install new 2" acoustical panel system with black fabric (PWPF-1), patch original wall as required Existing ceiling to remain New steel tube handrails paint (PP -31 and brackets (PP -1), Re: Structural, =; New fabric -wrapped :light cove extrusion, Re:r:A1 /A8.1 3" = (21) RISERS @ 7" EA Screen Floor -2' - 6" CV Existing exit sign to remain, recess in new acoustical panels. All treads 12" unless noted otherwise Line of existing auditorium floor and risers New risers, shown hatched 0 New LED aisle lighting, Re: Electrical and Al /Al2 for placement A773 24 NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Maintain existing or provide new full height black acoustical insulation (duct liner or material per owner) to all walls behind screen Main wall - 4" minimum Sidewalls - 2" minimum For typical handrail extensions refer to A16 /A13 New wall covering (PWC -1) Paint existing wall (PP -4) Black termination trim at wall covering, re: P1 /A10 Al Auditorium #9 - East Elevation A A2 1/4" = 1'-0" 2 0 1' 2' 4' 10 11 12 13 14 15 16 17 18 New carpet base (PCP -1) New LED aisle lighting, Re: Electrical and Al /Al2 for placement 19 20 21 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA .7 2017 PERMIT CENTER Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT - PRELIM" received 31 October 2017. 0 /N 0 ) L criai0) C t3) O C 2 1m L V) 0 C O O N 0 cq _ co ro- e L C t)L N • O o CC� L G` a)U rn a) U) C ca — 0 a) -C 2 L Q MEP IM ROSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P ISI A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 1\ Revision 1 2� Revision 2 3A Revision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLE' STATE OF WASHINGTON Drawn By Checked By Auditorium #9 Section/Elevations A7 AK BS DCAP.2016.486 © Copyright 2017 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 10 12 113 114 115 1 16 17 118 119 120 21 22 23 24 Extend plywood blocking above existing ceiling, typical Centerline of speaker bracket, typical '-d1/d" Refer to speaker plan for vertical centerline of bracket Remove top layer 5/8" gypsum board and replace with 5/8" plywood sheathing, Re: Structural co as d //////////////////////////////////////////////////// //////////////'x//////////////// ////////////////// /////////////////////////////////////////////////////I////////// Centerline of auditorium and screen MEP New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting DH -SLS -S (43" High) Horizontally mounted DH -SLS -S (43" High) Screen Floor -2' - 6" HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural U., w z z w PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.cam I I j E Z W U C)I 2 L - D rn - L NI rn co C L m — c a) U -c 0 CO co B 0 — V K A2 1/4" =1'-0" 0 1' 4' A8 Not to Scale Centerline of speaker bracket, typical New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting New fabric -wrapped light cove extrusion, Re: Al /A8.1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 a) • o t) L ca c• o C O) o c U E i) L co o CO O • 0° ovEl cf)o c(0 .7 o 0 Si L G O y, U c c ns — Y a) o rn O ±-4>, -c 'S Q Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 Revision 1 12 May 2017 Revision 2 16 June 2017 Revision 3 7 November 2017 Remove top layer of 5/8" gypsum board and replace with 5/8" plywood sheathing, Re: Structural 11606 Open to beyond Plywood speaker blocking locations are typical for both sides of auditorium, Re: Structural for additional speaker mounting requirements RECEIVED CITY OF TUKWILA til 7 2hg PERMIT CENTER Screen Floor -2' - 6" Drawn By Checked By REGISTERED aHIT CT JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC title "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT - PRELIM" received 31 October 2017. Auditorium #9 Speaker Blocking A8 10 11 12 13 14 115 116 117 118 119 120 121 22 AK BS er: DCAP.2016.486 © Copyright 2017 a co Q r al A8 typ Refer to speaker plan for vertical centerline of bracket Remove top layer 5/8" gypsum board and replace with 5/8" plywood sheathing, Re: Structural co as d //////////////////////////////////////////////////// //////////////'x//////////////// ////////////////// /////////////////////////////////////////////////////I////////// Centerline of auditorium and screen MEP New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting DH -SLS -S (43" High) Horizontally mounted DH -SLS -S (43" High) Screen Floor -2' - 6" HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural U., w z z w PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.cam I I j E Z W U C)I 2 L - D rn - L NI rn co C L m — c a) U -c 0 CO co B 0 — V K A2 1/4" =1'-0" 0 1' 4' A8 Not to Scale Centerline of speaker bracket, typical New SLS wall speakers, typical. Re: Ceiling Plan for sizes and Structural for mounting New fabric -wrapped light cove extrusion, Re: Al /A8.1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 a) • o t) L ca c• o C O) o c U E i) L co o CO O • 0° ovEl cf)o c(0 .7 o 0 Si L G O y, U c c ns — Y a) o rn O ±-4>, -c 'S Q Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 Revision 1 12 May 2017 Revision 2 16 June 2017 Revision 3 7 November 2017 Remove top layer of 5/8" gypsum board and replace with 5/8" plywood sheathing, Re: Structural 11606 Open to beyond Plywood speaker blocking locations are typical for both sides of auditorium, Re: Structural for additional speaker mounting requirements RECEIVED CITY OF TUKWILA til 7 2hg PERMIT CENTER Screen Floor -2' - 6" Drawn By Checked By REGISTERED aHIT CT JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC title "2017-1031 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT -PRELIM" received 31 October 2017 and "2017- 1031 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT - PRELIM" received 31 October 2017. Auditorium #9 Speaker Blocking A8 10 11 12 13 14 115 116 117 118 119 120 121 22 AK BS er: DCAP.2016.486 © Copyright 2017 Screen Floor - 6" 1/4" = 1'-0" 1' 2' 4' 10 12 13 114 15 16 17 18 Fabric -wrapped Tight cove extrusion I 19 20 11'-2" 21 N LC) 22 Fabric -wrapped light cove extrusion / 48" min from Screen) Open to beyond //////////l/////////////////1///// ///7///// Fabric -wrapped Tight cove extrusion //////1r I 23 24 13'-7" Screen Floor -2'-6" 11' - 2" a) a) Rf �I E_ Z W 0 col 0 0) — L 1)I rn C V 0) — c c� 0 cn co c4 B 0 0 0 Fabric -wrapped light cove extrusion AR 13'-7" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2617 (0 Open to beyond City of Tukwila BUILDING DIVISION CV CITY OF TUKWILA i & 1 7 2017 PERMIT CENTER 0 c) 7 _, Cl) 0 0 a) c 0) a) 0 0 U a) MEP HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362,9090 phone mail@lrbe.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit Revision 2 3, Revision 3 Revision 1 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 11606 RAERT SH JANA ELLYCE BEE TRIPLETT STATE. OF WASHINGTON ////////////////////////////////�� V//////// Drawn By Checked By 2t) 1 Screen Floor -2'-6" Screen Floor Auditorium #9 Cove Lighting Author Checker Confirm Auditorium Cove with AMC prior to installing. Auditorium Cove design received from AMC titled "2017- 1031 0 -DC AMC SOUTHCENTER - AUDITORIUM COVE -PRELIM" received 31 October 2017. 1' 2' 4 10 11 12 13 14 15 16 17 18 19 20 21 22 AP.2016.486 © Copyright 2017 1 12 13 14 I5 I6 7 I8 I9 1 10 12 13 14 115 116 17 18 19 20 21 22 23 24 NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Infill gypsum board ceiling to match existing New can light, Re: Electrical/ New can lighting, Re: Electrical Wall -covering at walls of trash niche and inside cabinet (PWC -5) Wall covering (PWC -2) direct applied over 5/8" gypsum board with level 5 finish painted (PP -4) Install new TAN signage, Re: A10 /A13 Existing adjacent finishes to remain, patch and repair as needed z Install new TOS signage, Re: A10 /A13 Extent of new carpet (PCP -1) Existing ACT ceiling to remain, paint (PP -3) or replace with black grid and tile Existing exit sign New steel tube handrails, paint (PP -31) and brackets (PP -1), Re: Structural Relaminate existing trash cabinet (PPL -1) (1:13 ramp) TensaBarrier and receiver plate on opposite wall (by fabric panel installer), install at 36" AFF Monitor by others, Re: Electrical Match Line _+� Existing exit sign, recess in new acoustical panels Paint existing gypsum board ceiling (PP -4) Paint gypsum board ceiling (PP -4) Extend existing wall, flush both sides Wall covering (PWC -2) direct applied over painted 5/8" gypsum board with level 5 finish (PP -4) Termination trim, Re: P1 /A10 New ramp over existing Existing fire extinguisher cabinet to remain, paint (PP -2) Existing doors to remain, paint doors and frame (PP -2) New doors and frame, paint (PP -2) Re: Al /A10 Existing adjacent finishes to remain, patch and repair as needed Wall covering (PWC -2) direct applied over 5/8" gypsum board with level 5 finish painted (PP -4) 0 a) a) E Z W I N 2 L 0I 4t C0 c a) 0 0 to co co 0 0 0 D C B NORTH J13 Entry Portal - Floor Plan A6 1/4" =1'-0" Remove existing can lighting Remove existing illuminated auditorium number, Re: Electrical Remove portions of exisitng soffit as needed for new work \ (a' -10") Remove existing mini marquee, patch and repair wall as needed, Re: Electrical Remove existing can lights, Re: Electrical Al Entry Portal - Demolition RCP A A6 1/4" =1'-0" NORTH 10 11 12 A6 13 Remove existing handrails NORTH Confirm Dolby Entry Portal Design with AMC prior to fabrication. Dolby Entry Portal Design shown received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ENT -PRELIM" received 31 October 2017. Note: Signage fabricator to get all final sign elements (logo, lettering, etc) with dimensions and placement from Dolby through AMC. Prepare existing trash cabinet for new finishes Remove existing wall covering, prepare walls for new finishes, typical Remove existing carpet, typical Remove existing base, typical Extent of carpet to be removed -0" Down Match Line —. - \ REVIEWED FOR CODE COMPLIANC APIRROVED DEC 0\8 2017 Ctty oof Tukwila ILDING DIVISIO( Entry Portal - Demolition Plan 1/4" =1-0" 1 14 1 15 0 1' 2' 4' 1 16 NORTH 117 118 Existing doors to remain ECEIVED F TUKWILA Replace existing doors with new doors 119 120 7 2017 PERMIT CENTER Ca aa)0 o) Y t M ct as as C rn o c U L i-+ fA 0 C 0 (10 N U00 N to o Ct (i) }c coo 6 o CI) o a) L .E. -. C U mu) —Y a) cn 0 .0 HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA lEngineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 10 Revision 1 2\ Revision 2 3\ Revision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 11606 REGISTERED A tCHITECT jA4411(Alt JANA ELLYCE BEE TRIPLE STATE OF WASHINGTON Drawn By Checked By Auditorium #9 Entry Portal Plans A9 AK BS Project Number: DCAP.2016.486 © Copyright 2017 10 11 12 13 14 15 16 17 i 18 X19 20 21 22 X23 24 Wall covering (PWC -2) (by fabric panel installer) Paint wall beycnd (PP -3) Paint (PP -4) over level 5 finish Stop wall covering at 1/4" reveal NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule Wall covering (PWC -2) (by fabric panel installer) Wall covering black vinyl termination trim - (Johnsonite CCC -XX -C Carpet Cove Cap) Paint per plans and elevations Clear view panel (by signage installer) over monitor (provided by AMC installed by signage installer) Where it occurs,wall base to stop at termination trim Existing soffit to remain, patch and repair existing finishes as needed Wall covering (PWC -2) (by fabric panel installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical P1 Wallcovering Termination Trim Not to Scale LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical WALL TYPE "1" Interior Non -Load Bearing Partition Bottom of existing structure Slip track attachment Description: 1. Floor and Ceiling Runners: Channel -shaped runners, 3 5/8" deep (min),1 1/4" legs, formed from No. 25 MSG min galv. steel, attached to floor and ceiling with fasteners spaced 24" o.c. max. 2. Steel Studs: Channel shaped, 3 5/8" deep (min), formed from Ceiling System min No. 25 MSG (min) galv. steel spaced 16" OC max. Studs to be cut 3/4" less than assembly height. At walls 12'-0" and above, use [3] - 5/8" Gypsum board 20 GA. metal studs. Decrease stud spacing as needed to maintain smooth and even wall curvature. 3. Gypsum board: 5/8" thick, 4 ft. wide, attached to steel studs and floor and ceiling track on room side with 1" long, Type S self - tapping steel screws spaced 8" OC along edges of board and 12" OC in the field of the board 4. Joint Tape and Compound (not shown): Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. Finish Floor [2] - 3 5/8" Metal studs As stated above Backlit push-thru clear acrylic lettering and house number (by signage installer), Use EPS file from Dolby for all during sign fabrication Removable aluminum signage panels (by signage installer) with access to electrical components (by signage installer) Removable aluminum signage panels (by signage installer) with access to electrical components (by signage installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical L_J L_J Power and data in wall i behind signage panel Re: Electrical LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical Wall covering (PWC -2) (by fabric panel installer) Wall Type 1 Not to Scale Entry Portal - Front Elevation Wall covering (PWC -2) (by fabric panel installer) New doors and frame, paint (PP -2) Re: Al /A10 Confirm Dolby Entry Portal Design with AMC prior to fabrication. Dolby Entry Portal Design shown received from AMC titled "2017-1031 0 -DC AMC SOUTHCENTER - ENT -PRELIM" received 31 October 2017. Note: Signage fabricator to get all final sign elements (logo, lettering, etc) with dimensions and placement from Dolby through AMC. Note: - All gypsum board surfaces shown in plans, elevations, sections or details to receive wall covering (PWC -2) must first receive a level 5 finish by G.C. and be painted (PP -4) by G.C. - Wall covering to be provided and applied by fabric panel installer Wall covering (PWC -2) (by fabric panel installer) Paint existing gypsum board (PP -3) a) c L a� a c Y 01 J E Z w roI co 2 L s D a) rn▪ I -0 a) c a) U O Co co cci B 0 Co 0 -J New or existing (see plans) 2" hollow metal door frame, paint (PP -2) 1/4" laminated safety glass v Existing soffit beyond to remain, patch Al0 and repair existing finishes as needed All Wall covering (PWC -2) (by fabric panel installer) Paint existing gypsum board (PP -3) Glass stops flush with face of door and painted to match See below for hardware 1 3/4" thick, rift cut, white oak, slip matched doors, 20 minute construction, factory finished to match Eggers Industries Sample #N11962-16GD LJ LJ C Wall covering (PWC -2) over 1" ReCore insulation (by fabric panel installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical Removable aluminum signage panels (by signage installer) with access to electrical components (by signage installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical Removable aluminum signage panels (by signage installer) with access to electrical components (by signage installer) Wall covering (PWC -2) over 1" ReCore insulation (by fabric panel ins allef EVIEWED FOR CODE COMPLIANCE APPROVED Double Auditorium Entry Door and Frame Note: see floor plan for actual door handing 6 ea. 2 ea. 2 ea. 2 ea. 2 ea. 2 ea. 2 ea. Hinges TA2714 4-1/2" x 4 -1/2" D4 -Black Push Plate 70C FBPC Black Door Pull 110-RKW-HDTB FBPC-Black Surface Closer 1461 Heda Black Kick Plate K1050 10" x 34" FBPC-Black Door Stop 470 FBPC-Black Silencer 608 MK RO RO LC RO RO RO 6" rubber base (PRB-1) TensaBarrier and receiver plate on opposite wall (by fabric panel installer) Wall covering (PWC -2) (by fabric panel installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical TensaBarrier and receiver plate on opposite wall (by fabric panel installer) Wall covering (PWC -2) (by fabric panel installer) LED tape and track at top, bottom and vertical coves typ. (by signage installer) Re: Electrical DEC 0 8 2017 City of Tukwila BUILDING DIVISION 6" rubber base (PRB-1) �IVED OF TUKWILA 17 2517 PERMIT CENTER Entry Door Detail Not to Scale Entry Portal - Side Elevation Entry Portal - Side Elevation 8 9 10 11 12 13 14 15 16 17 18 19 20 a) • 0 ci 0) c_ 2 a) c rn o U 2 t� L • o c o O � U cr —(0 a) to • 0 c a) ▪ 6 � o.co L +� o >, a)0 c U) c c5 — Y a) NO E. ¢ 0 MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural w w z 0 z w PM A lEngineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202. P: (913) 831-1262, F (913) $31-014$ www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit • Revision 1 2A Revision 2 • Revision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 11606 REGISTERED ARCHITE JANA ELLYCE BEE TRIPLETT STATE. OF WASHINGTON Drawn By Checked By Auditorium #9 Entry Portal Elevations A10 AK BS Project Number. DCAP.2016.486 © Copyright 2017 Q M Lu 01 CD ci) CO 0 —J New (by G.C.) or existing wall (see plan for construction) G.C. installed FRT plywood stops 2 1/2" from edge of sign provided by signage installer 5/8" fire retardant treated plywood in lieu of gypsum board behind metal panel framing (by G.C.) Aluminum mounting frame painted to match face (by signage installer) LED tape and track (by signage installer) Re: electrical • ,anti Spacer (by signage installer) M1 Vertical Light Cove @ Entry Sign A9 3" =1'-0" G.C. installed FRT plywood stops 2 1/2" from edge of sign provided by signage installer 5/8" fire retardant treated plywood in lieu of gypsum board behind metal panel framing (by G.C.) Aluminum mounting frame painted to match face (by signage installer) LED tape and track (by signage installer) Re: electrical 0 1" 2" 4" New (by G.C.) or existing wall (see plan for construction) 2 1/2" Wall covering (PWC -2) (by fabric panel installer) Spacer (by sig nage installer) Aluminum signage panel with textured matte black finish (by signage installer) Gypsum board with level 5 finish painted (PP -4) (by G.C.) Vertical Light Cove @ Entry Sign Wall covering (PWC -2) (by fabric panel installer) New wall build out: gypsum board with level 5 finish painted (PP -4) (by G.C.) on 20 MSG min. metal studs @ 12" o.c. (by G.C.) New finishes to match existing or existing finishes to remain, patch and repair as needed Aluminum signage panel with textured matte black finish (by signage installer) New (by G.C.) or existing wall and ceiling (see plan for construction) 14" (verify this dimension with AMC) Mount LED tape & track at an elevation that produces a lightwash path of this width on the ceiling & floor New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) ;Wail covering (PWC -2) 3 1/2" 1/2" 1" ,-' (by fabric panel installer) t_ ----- Wall II covering (PWC -2) (by fabric panel installer) rS 5/8" fire retardant treated plywood in lieu of gypsum board behind fabric) panel framing (by G.C.) M8 LED Light Cove Detail Black plastic wall covering track (by fabric panel installer) Wall covering (PWC -2) over 1" ReCore insulation (by fabric panel installer) LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical 1/2" fire retardant treated plywood (by fabric panel installer) 2 ea.,18 MSG min. metal stud tracks with 3" deep legs and 3 5/8" web nested for adjustable depth (by fabric panel installer) All 3" =1'-0" 0 1" 2" 4" 13 14 M13 115 3" 16 17 New (by G.C.) or existing wall (see plan for construction) 18 19 20 21 22 23 24 New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) Wall covering (PWC -2) (by fabric panel installer) 3 1/4" CV N r 1 r NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule 5/8" fire retardant treated plywood in lieu of gypsum board behind fabric panel framing and metal panel framing (by G.C.) 0 Aluminum sheet with matte black finish (by signage installer) Aluminum signage panel with textured matte black finish (by signage installer) 1/2" fire retardant treated plywood (by fabric panel installer) 1/2" 31 /2" 2 ea.,18 MSG min. metal stud tracks with 3" deep legs and 3 5/8" web nested for adjustable depth (by fabric panel installer) i'. Spacer (by signage installer) LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical Aluminum mounting frame painted to match face (by signage installer) Wall covering (PWC -2) (by fabric panel installer) 5/8" fire retardant treated plywood in lieu of gypsum board behind metal panel framing (by G.C.) Horizontal Light Cove @ Entry Sign All 3" =1'-0" 0 1" 2" 4" Wall covering (PWC -2) over 1" ReCore insulation (by fabric panel installer) 5" New (by G.C.) or existing wall (see plan for construction) 0 White, metal light -pan (by signage installer) Black plastic wall covering track (by fabric panel installer) Aluminum signage panel with textured matte black finish (by signage installer) Note: these panels to be on clips that allow the panel to be lifted off frame for access to electrical components M18 LED tape (by signage installer) Panel Corner Detail @ Sign A9 1/4" Push-thru clear acrylic lettering, numbers and logos flush with surrounding metal panel, apply white translucent film to back of acrylic for frosted affect (by signage installer) New or existing: gypsum board to get level 5 finish and paint (PP -4) (by G.C.) This section is Dolby Cinema - Any items in t or (by signage intended to clarify the General Contractor's (G.C.) scope of work at the auditorium entries. hese entry details and sections called out as (by fabric panel installer) installer) will not be provided or installed by the G.C. Existing ceiling or new (by G.C.) 25 MSG min. metal studs or furring @ 16" o.c. max. Ceiling (where present) Wall covering (PWC -2) (by fabric panel installer) New down lights (by G.C.) Re: electrical CV \Li Wall covering (PWC -2) (by fabric panel installer) New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) Wall covering (PWC -2) (by fabric panel installer) New or existing gypsum board to get level 5 finish and paint (PP -4) Provide ventilation for monitor and lighting co 0 co co o la a) Cl) G.C. to provide all new lighting in ceilings HOSS BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone Structural PMA lEngineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 G.C. to provide any new gypsum board walls and/or ceilings and associated framing LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical • N Custom monitor mount (by signage installer) Sim. • • • Monitor provided by AMC (installed by signage installer) All metal signage and framing and all fabric panels and framing beyond face of gypsum board and fire retardant treated plywood on full height walls will not be provided or installed by G.C. • • 5/8" fire retardant treated plywood in lieu of gypsum board behind fabric panel wall framing (by G.C.) New (by G.C.) or existing wall (see plan for construction) 1/4" Push-thru clear acrylic view panel over monitor (by signage installer) 1/2" fire retardant treated plywood (by fabric panel installer) • Existing gypsum board, paint (PP -3) Black plastic wall covering track (by fabric panel installer) 1/2" fire retardant treated plywood (by fabric panel installer) Wall covering (PWC -2) over 1" ReCore insulation (by fabric panel installer) 5/8" fire retardant treated plywood in lieu of gypsum board behind fabric panel framing (by G.C.) 2 ea.,18 MSG min. metal stud tracks with 3" deep legs and 3 5/8" web nested for adjustable depth (by fabric panel installer) New (by G.C.) or existing Auditorium entry door 2 ea.,18 MSG min. metal stud tracks with 3" deep legs and 3 5/8" web nested for adjustable depth (by fabric panel installer) New (by G.C.) or existing wall (see plan for construction) Midwall track (by fabric panel installer) LED tape (by signage installer) White, metal light -pan (by signage installer) 1-1 Black, countersunk hex Aluminum signage panel with textured matte black finish (by signage installer) Note: these panels to be on clips that allow the panel to be lifted off frame for access to electrical components head screws on both plates • • • 1/4" Push-thru clear acrylic lettering, numbers and logos flush with surrounding metal panel, apply white translucent film to back of acrylic for frosted affect (by signage installer), Use EPS file from Dolby for logo, etc. during sign fabrication • • Lasawnweas- 5/8" fire retardant treated plywood in lieu of gypsum board behind metal panel framing (by G.C.) • • 5" 3 1/2" 1/2" New (by G.C.) or existing walls (see plan for construction) Black recessed retractable TensaBarrier and receiver plate on opposite wall (by fabric panel installer) Wall covering (PWC -2) and track over 1" ReCore insulation (by fabric panel installer) LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical • • • LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical • • • 0 New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) Wall covering (PWC -2) -(by-kbric panel installer) New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) W011covering (PWC -2) (by, fabric panel installer) CV • J -boxes with electrical and data (by G.C.), Re: Electrical Aluminum signage panel with textured matte black finish (by signage installer) Note: these panels to be on clips that allow the panel to be lifted off frame for access to electrical components 5/8" fire retardant treated plywood in lieu of gypsum board behind metal panel framing (by G.C.) Es -10 a) - On new walls G.C. will provide 5/8" fire retardant treated plywood in lieu of gypsum board behind all signage panels and fabric wrapped panel framing at the elevations indicated in this section, - On existing walls G.C. will remove existing gypsum board in these areas and provide fire retardant treated plywood the same thickness as the removed gypsum board. - See plan details to determine limits of this fire retardant treated plywood. New (by G.C.) or existing wall (see plan for construction) LED tape and track at top and bottom coves typ. (by signage installer) Re: electrical New or existing gypsum board to get level 5 finish and paint (PP -4) (by G.C.) Wall covering (PWC -2) (by fabric panel installer) • • • • • • cid 13 o 7-1 o cri ovS o IDO Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised G.C. to provide all in -wall electrical, data Permit /:,ORRevision 1 and J -boxes, Re: Electrical All electrical and data within metal signage framing, fabric panel framing:1;r ODE COMPLAZ\IANCRRe: REVIEV /ED 70ini 23 top and bottom coves to be provided nd installed by signage installer APPROV DEC 0 8 2017 co 0 L. At auditorium entry walls and ceilings: - All gypsum board and fire retardant City of Tukwila DIVISI treated plywood shown in plans, elevat sections or details to receive wall covering (PWC -2) must first receive a Level 5 finish by G.C. and be painted (PP -4) by G.C. - Wall covering to be appli6140tfolpft D panel installer. CITY OF TUKWILA 1606 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCHITECT Pidn JANA ELLYCE BEE TRIPLE STATE OF WASHINGTON Drawn By Checked By Fabric Panel @ Door 3 1/2" 1 1/2" Entry - Fabric Panel 3" 2" Entry - Metal Flat Panel Entry - Metal Sign Panel A20 Li PERMIT CENTER Note: Gypsum board must be tight to floor without gaps, direct applied fabric will not bridge gaps Entry; GC Scope of Work 1 2 5 6 8" 10 12 13 14 15 16 0 2" 4" 17 8" 18 19 20 21 Auditorium #9 Entry Portal Details All AK BS 16 17 10 11 12 13 14 i 15 16 17 18 19 20 21 22 23 24 Re: Auditorium Plans and Section Painted poplar wood cap (PP -1) 3' - 0 1/2" Recess in floor or seating riser 5' - 6 1/2" Recess in floor or seating riser 1/4" ga 3'-0" pad 1/4" gap 1/4" gap 5'-6" pad 1/4" gap - Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Behind seating: only where this height dimension is greater than 3'-10" provide wall covering (PWC -1) down to 2'-10" above floor/seating riser. Otherwise paint full height of wall face (PP -3) Where no seating: provide wall covering (PWC -1) full height of wall face. 3/8" typ. Where wall covering is not applied this joint is to be caulked (color to match paint) Wall covering(PWC-1) Painted poplar wood cap (PP -1) Wall covering (PWC -1) Fire retardant treated blocking All carpet base to have bound top edge Carpet base (PCP -1) Powered recliners provided by owner, installed by contractor Black vinyl termination trim 3/8" typ. / �I \ P -1 / \ I I / C-7/ \ 1'-6114"\ \ L % / 1'-61/4" \ U / />A \ / / \ \ \ \ // \\ // \\ Re: Double \- \ / Chair Pad for notes \ \ Recessed junction box for transducer speaker connections Pad Pit Section o Sim. L (2) ea. "Buttkicker" °; transducers by others ;1 C\ /7 \\ // \ \ / \\ // V / \ I / (,•\ /7 Recessed junction box for transducer speaker connections \\ //1 :1 \( A 2'-91/4" \ \ \\ \ (2) layers of 3/4" plywood / / t\ attached to steel frame with �Y \ countersunk screws 8" o.c., \ I I ,, I I / , \\Ij, 9 j,I// \vl Iv L _pi L Floor lighting transition strip at edge of recess per plans, typical (4) ea. "Buttkicker" transducers by others Rubber isolators under pad frame 4A(.. Pad Pit Section Welded 1 1/2" square tube steel pad frame 5/8" gypsum board Carpet base (PCP -1) Carpet (PCP -1) Paint (PP -3) typical, unless noted otherwise on finish plan Light gauge steel framing Re: Structural Single Chair Pad Double Chair Pad "Buttkicker" transducers by others All wheelchair locations designated on floor plan thusly to have a transducer pad per these plans and details Recessed junction box Paint (PP -3) typical, unless noted otherwise Fire retardant treated i° ° — — — — _plywood on metal — _ deck; Re: Structural- — _ II Re: Structural for spacing Light gauge steel framing Re: Structural Typical Carpet base (PCP -1) L13 Transducer Platform A2 1" =1'-0" 0 3` G13 For recess in plywood Al2 & mtl. stud framing L—_J Pad Pit Section For recess in topping concrete 31 /2" unfaced insulation batts Floor lighting transition strip at edge of recess per plans, typical Fire retardant treated blocking & plywood Decking and framing per plans Floor finish t Floor finish, wrap around edge of plywood Welded 1 1/2" square tube steel pad frame (2) layers of 3/4" fire retardant treated plywood attached to steel frame with countersunk screws 8" o.c. "Buttkicker" transducers by others Welded 1 1/2" square tube steel pad frame (2) layers of 3/4" fire retardant treated plywood attached to steel frame with countersunk screws 8" o.c. Floor finish, wrap around edge of plywood Floor lighting transition strip at edge of recess per plans, typical 1/4" New concrete topping slab Carpet base (PCP -1) Existing riser and , landing construction shown hatched H1 Platform Section H A2 1 1/2" =1'-0" T : II inish Designations/References *dated on this Sheet. Refer to Finish Schedule Where wall covering is not applied this joint is to be caulked (color to match paint) One (1) continuous sheet of 6 mil polyethylene in bottom of recess to run up all four (4) sides and continue out to a minimum 18" around perimeter of recess for spill protection Rubber isolators attached to tube frame with machine screws, Offset isolators from center of tubes at perimeter to maintain 1/4" gap Rubber isolators attached to tube frame with machine screws, Offset isolators from center of tubes at perimeter to maintain 1/4" gap Existing concrete floor per plans For recess in plywood and metal stud framing For recess in topping concrete 18" min. Floor finish --N,\ One (1) continuous o- sheet of 6 mil :polyethylene in bottom ; .:of recess to run up all rl• four (4) sides and :continue out to a minimum 18" around perimeter of recess for spill protection steel angle frame around entire perimeter of recess anchored in concrete and screwed to framing G13 Transducer Platform Detail c) a� c 4 a� I E I— w U col 0 of a) co o0 co rts / Wall mounted LED aisle lighting Re: Electrical Full height wall Carpet base (PCP -1) Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. 3/8" typ. Painted poplar wood cap (PP -1) Fire retardant treated blocking Wall covering (PWC -1) D C B Use measurements (b & c)/ \\from these locations to set / \mounting heights on low / wall aisle li hting/ //// i Carpet (PCP -1), Typical 5/8" gypsum board Guard wall beyond Painted poplar wood cap (PP -1) Metal studs framing and attachments, Re: Structural Wall covering (PWC -1) Wall mounted aisle lighting, Re: Electrical Re: Al /Al2 for placement Unless indicated otherwise on ' elevations• Fabric wrapped acoustical panels (PWPF-1) Wall covering (PWC -1) Wall -mounted handrail, paint (color per plans/elevations); Re: Structural Handrail support and wall bracket, paint (color per plans/elevations) Low walls at aisle stairs Metal stud framing and attachments; Re: Structural Wall covering (PWC -1) v,E: Ca a)U .. t m II 2 L c o CU o� U N _ co aD Lo o /�� CB T CD E Cn o gi = o412U c al a) c — Y a) V '4 o U C Q 0 :g.). g.. N. MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone snail@h-be.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit Revision 1 Revision 2 Revision 3 Wall mounted LED aisle lighting Re: Electrical Carpet base (PCP -1) Stair framing Re: Structural Carpet base (PCP -1) with bound top edge Mount at height shown. Match these mounting \heights (b & c) to \ \measurements taken from full height wall aisle \ lighting\\\\\\\\ Use these diagrams for placing all wall mounted aisle lighting along stairs. Note: angle of LED aisle lighting strip is not the same as angle of stairs. Angle (a°) of LED aisle lighting on each side of stairs is to match. Carpet base (PCP -1) Carpet (PCP -1) Typical Fire -treated plywood on metal deck; Re: Structural Aisle light, where occur Re: Electrical Re t VED CODE COMPLI APPROVE DEC 0 8 20 OR \NCE 11606 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCHITECT All carpet base to have bound top edge -- Sheet metal Re: structural Black vinyl termination piece at site cut carpet edges r")4jftl- JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON Finish floor; Al Aisle Lighting Placement @ Stairs 3 1/2" unfaced insulation batts Step lighting; Re: Electrical RMIT CENTER ____ 44 A A8 Stair Section to Knee Wall Stair and Floor Mounted Guardrail Not to Scale 1..2 15 16 17 0 2" 4" 8" 1 10 11 1 12 1 1/2" =1'-0" 114 0 2" 4" 8" 115 Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Carpet base (PCP -1) Re: finish plan Elevation of floor, ramp, landing or stair nosing Drawn By Checked By Theatre Side Wall Finish Detail 1 1/2" =1'-0" 117 118 119 20 21 11 Auditorium #9 Auditorium Details Al2 AK BS ct Number. DCAP.2016.486 © Copyright 2017 2 13 14 15 16 17 18 I9 10 1 11 1 12 I13 14 115 16 117 18 119 120 21 I22 23 24 L1 Recliner seating S\41\\: 04; Seating Floor Attachment Not to Scale Attach all seating to seating risers with 18 gauge, 1 1/2" x 1 1/2" x 1 3/8" galvanized steel angles (painted black) at all 4 corners of each seat. Connect with 1 1/4" #8 wood screws; 1 into seating frame and 1 into fire retardant treated plywood riser decking at each angle. Top, backsplash, and doors to be plastic laminate (PPL -1) G1 Trash Cabinet - Plan G A9 3/4" = 0 4" 88" 1'4" A5 A13 Direct applied black wall protection (PWC -5) / / / / / / N N N / N N N N /N N N N N N N / N / N > / G5 Trash Cabinet - Elevation 3/4" =1'-0" 0 4" 8" 1'4" Plastic laminate (PPL -1) top and splash Plastic laminate (PPL -1) on existing doors Carpet base (PCP -1); Re: Finish Plan G10 Light Cove @ Vertical Wall 2 5/8" A8.1 3" = 1'-0" 0 1" 2" 4" Face of existing wall Fabric wrapped acoustical panels (PWPF-1) New fabric wrapped (PWPF-1) cove extrusion Fabric wrapped acoustical panels (PWPF-1) Face of existing wall 0 0 0 > 0 -Q Cu 0 0 a Corridor Ceiling Wall covering (PWC -1) Low voltage aisle lighting J -Box, mount at height shown, Re: Electrical Aisle light, where occurs Re: Electrical All carpet base to have bound top edge 0) . C Finish floor; pr Re: finish plan Carpet base (PCP -1) Re: finish plan L10 Vestibule Corridor and Finishes A9 1 1/2" =1'-0" 0 2" 44" 8" 3/4" fire retardant treated plywood installed over 1.5" wide x 1/4" thick self adhesive neoprene rubber tape Self tapping screws II 2 layers 2" black insulation (duct liner) I ❑ Drywall screws and ❑ washers K21 3/4" 00 3/4" fire retardant treated plywood full width of screen frame // 0 CV 0 0 ❑ ❑ o Screen Screen frame 2 layers 2" black insulation (duct liner) full width of screen frame Speaker platform NOTE: This is not a design for the screen frame, screen or platforms, they are represented here to illustrate the placement and construction of the acoustical baffle components only ehind Screen Acoustical Ba e Not to Scale Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project New wall covering (PWC -1) Row letter carpet inlays (PCP -2) letter with no border for Dolby 5/8" Poplar wood trim with eased edges, paint (PP -1) LED aisle lighting, Re: Electrical Re: Al /Al2 for lighting placement New, LED stair lighting and trim to be installed at stair nosings as indicated, Re: Electrical G16 Auditorium Finishes and Details Not to Scale Border Letter 4" Carpet base (PCP -1) with bound top edge F 1 E z w 0 0 L = D rn — UI col L C a) C OCD 0 CJ) co co B 0 — N c. U O J C.i A Note: Top, backsplash, and doors to be constructed of 3/4" moisture resistant MDF (Medex) covered in plastic laminate Direct applied V black wall protection (PWC -5) Direct applied black wall protection (PWC -5) Base (PRB-1) on 3 sides Vinyl composition tile (PVCT-1) Lighting, Re: Electrical Top, backsplash, and doors to be plastic laminate (PPL -1) Black wire pulls Door stop and magnetic catches Stainless steel trash grommet, field verify existing opening A5 Trash Cabinet - Section 2 13 14 A13 1" =1'-0" 5 —1 6 IBJ I 0 3" 6" 1' Black vinyl floor transition trim behind doors Tactile Occupancy Sign(s) with raised characters - Replace ttttlt and AA oo with actual approved maximum occupant load - Locate per plans and/or elevations where designated with "TOS" - Black sign with white raised lettering and numbers (factory finished) 8" ______. 1 , 5'-0" above floor ' 1 - Direct applied black wall protection (PWC -5) 0 CO Stainless steel trash grommets G1 Trash Cabinet - Plan G A9 3/4" = 0 4" 88" 1'4" A5 A13 Direct applied black wall protection (PWC -5) / / / / / / N N N / N N N N /N N N N N N N / N / N > / G5 Trash Cabinet - Elevation 3/4" =1'-0" 0 4" 8" 1'4" Plastic laminate (PPL -1) top and splash Plastic laminate (PPL -1) on existing doors Carpet base (PCP -1); Re: Finish Plan G10 Light Cove @ Vertical Wall 2 5/8" A8.1 3" = 1'-0" 0 1" 2" 4" Face of existing wall Fabric wrapped acoustical panels (PWPF-1) New fabric wrapped (PWPF-1) cove extrusion Fabric wrapped acoustical panels (PWPF-1) Face of existing wall 0 0 0 > 0 -Q Cu 0 0 a Corridor Ceiling Wall covering (PWC -1) Low voltage aisle lighting J -Box, mount at height shown, Re: Electrical Aisle light, where occurs Re: Electrical All carpet base to have bound top edge 0) . C Finish floor; pr Re: finish plan Carpet base (PCP -1) Re: finish plan L10 Vestibule Corridor and Finishes A9 1 1/2" =1'-0" 0 2" 44" 8" 3/4" fire retardant treated plywood installed over 1.5" wide x 1/4" thick self adhesive neoprene rubber tape Self tapping screws II 2 layers 2" black insulation (duct liner) I ❑ Drywall screws and ❑ washers K21 3/4" 00 3/4" fire retardant treated plywood full width of screen frame // 0 CV 0 0 ❑ ❑ o Screen Screen frame 2 layers 2" black insulation (duct liner) full width of screen frame Speaker platform NOTE: This is not a design for the screen frame, screen or platforms, they are represented here to illustrate the placement and construction of the acoustical baffle components only ehind Screen Acoustical Ba e Not to Scale Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project New wall covering (PWC -1) Row letter carpet inlays (PCP -2) letter with no border for Dolby 5/8" Poplar wood trim with eased edges, paint (PP -1) LED aisle lighting, Re: Electrical Re: Al /Al2 for lighting placement New, LED stair lighting and trim to be installed at stair nosings as indicated, Re: Electrical G16 Auditorium Finishes and Details Not to Scale Border Letter 4" Carpet base (PCP -1) with bound top edge F 1 E z w 0 0 L = D rn — UI col L C a) C OCD 0 CJ) co co B 0 — N c. U O J C.i A Note: Top, backsplash, and doors to be constructed of 3/4" moisture resistant MDF (Medex) covered in plastic laminate Direct applied V black wall protection (PWC -5) Direct applied black wall protection (PWC -5) Base (PRB-1) on 3 sides Vinyl composition tile (PVCT-1) Lighting, Re: Electrical Top, backsplash, and doors to be plastic laminate (PPL -1) Black wire pulls Door stop and magnetic catches Stainless steel trash grommet, field verify existing opening A5 Trash Cabinet - Section 2 13 14 A13 1" =1'-0" 5 —1 6 IBJ I 0 3" 6" 1' Black vinyl floor transition trim behind doors Tactile Occupancy Sign(s) with raised characters - Replace ttttlt and AA oo with actual approved maximum occupant load - Locate per plans and/or elevations where designated with "TOS" - Black sign with white raised lettering and numbers (factory finished) 8" Tactile Auditorium Number plaque(s) with raised characters - To be mounted to entry door frames, locate per plans and/or elevations where designated with "TAN" - Raised number and background plaque to be same color and match color of door frame (factory finished) A10 Tactile Occupancy Signage 6" =1'-0" 01/2" 1 " 2" M 17/8" 0 ao CO ti M c0 (V co co All typeface: Futura Md Bt (medium) 5'-0" above floor Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project Acoustical panel system with black fabric (PWPF-1) Steel tube handrail, paint (PP -31) for Dolby Re: Structural Wall covering (PWC -1) Handrail brackets, paint (PP -1) Where handrails terminate rail extension to be 1'-3" beyond top and bottom stair edge, typical unless noted otherwise on plans or elevations c) al• 0) cY 2 Ts ca) O c ▪ N U ca • N o Cq U N g2 0 a) • co ▪ U U) — Y a) U O U • 0 MEP ROSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park; KS 66202 P; (913) 831.1262, F; (91$) 831.-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. J -boxes for low voltage aisle lighting to-be-iEVIEWEIJ FO carpet base, typical, Re: Electrical CODE COMPLIA APPROVED%\ New, LED stair lighting and trim to be ihstalled _� at stair nosings as indicated, Re: Elect ical DEC 0 8 201 f✓ �' New wall covering (P NC -1) City of Tukwila BUILDING DIVISION ISSUED FOR: 30% Review 30% Review Revised 2 LED aisle lighting, Re: Electrical Re: Al /Al2 for lighting placement Carpet base (PCP -1) up to aisle light Re: Electrical (lighting plans) for height above floor, landings and stair nosing Row letter carpet inlays (PCP -2) letter with no border for Dolby Carpet (PCP -1) Auditorium Finishes and Details A16 E evision 1 I(evision 2 evision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 Re: H1 /Al2 toa ermine if wall covering (PWC -1) is to be applied behind seating RECEIVED CITY OF TUKWILA Paint (PP -3) `I 7 25k117 Power and calf f T C E N E seating, Re: Electrical 4" Carpet base (PCP -1) with bound top edge Not to Scale 17 10 111 1 12 13 14 15 NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule 20 21 11606 Drawn By REGISTERED ARCHITECT (20 &(-4-1-'0 ( t JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON 11 1/on AK Checked By Auditorium #9 Auditorium Details A13 BS Project Number. DCAP.2016.486 0 Copyright 2017 ______. 1 , 5'-0" above floor ' 1 - AU OCCUMNCY 0 0 00 0 0 0 0 0 0 0 0 0000 0 0 00 0 0 0 00 _ TOO ... 00 0 00 00 0 0 0 0 00 19/16'1'1 1 1 1 1 1 1 ' 9/16" 7/16" 7/16" 9/16" 41/2" R_ UM -a. Lc). -, L., &, 00 0 00 00 00 000 0 0 0 0 0 0 0 0 00 00 00 00 Tactile Auditorium Number plaque(s) with raised characters - To be mounted to entry door frames, locate per plans and/or elevations where designated with "TAN" - Raised number and background plaque to be same color and match color of door frame (factory finished) A10 Tactile Occupancy Signage 6" =1'-0" 01/2" 1 " 2" M 17/8" 0 ao CO ti M c0 (V co co All typeface: Futura Md Bt (medium) 5'-0" above floor Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project Acoustical panel system with black fabric (PWPF-1) Steel tube handrail, paint (PP -31) for Dolby Re: Structural Wall covering (PWC -1) Handrail brackets, paint (PP -1) Where handrails terminate rail extension to be 1'-3" beyond top and bottom stair edge, typical unless noted otherwise on plans or elevations c) al• 0) cY 2 Ts ca) O c ▪ N U ca • N o Cq U N g2 0 a) • co ▪ U U) — Y a) U O U • 0 MEP ROSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park; KS 66202 P; (913) 831.1262, F; (91$) 831.-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. J -boxes for low voltage aisle lighting to-be-iEVIEWEIJ FO carpet base, typical, Re: Electrical CODE COMPLIA APPROVED%\ New, LED stair lighting and trim to be ihstalled _� at stair nosings as indicated, Re: Elect ical DEC 0 8 201 f✓ �' New wall covering (P NC -1) City of Tukwila BUILDING DIVISION ISSUED FOR: 30% Review 30% Review Revised 2 LED aisle lighting, Re: Electrical Re: Al /Al2 for lighting placement Carpet base (PCP -1) up to aisle light Re: Electrical (lighting plans) for height above floor, landings and stair nosing Row letter carpet inlays (PCP -2) letter with no border for Dolby Carpet (PCP -1) Auditorium Finishes and Details A16 E evision 1 I(evision 2 evision 3 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 Re: H1 /Al2 toa ermine if wall covering (PWC -1) is to be applied behind seating RECEIVED CITY OF TUKWILA Paint (PP -3) `I 7 25k117 Power and calf f T C E N E seating, Re: Electrical 4" Carpet base (PCP -1) with bound top edge Not to Scale 17 10 111 1 12 13 14 15 NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule 20 21 11606 Drawn By REGISTERED ARCHITECT (20 &(-4-1-'0 ( t JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON 11 1/on AK Checked By Auditorium #9 Auditorium Details A13 BS Project Number. DCAP.2016.486 0 Copyright 2017 10 11 12 X13 X14 X15 X16 X17 X18 X19 X20 i21 22 23 24 ca MEP Projection Equipment Room D C B Al A6 1 Auditorium #9 New Seat Count Fixed 152 Accessible 5 Total 157 "Iz'\ ft "11 Aft• REVIEWED FC CODE COMPLIA APPROVED DEC 0 8 2017 HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural LU z z w P M A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F; (913) 831-0148 www.pmaengineering.com a) 0 o) Ca 0) C (LJ QS 0) a) (3) O 0 N O Cfl u7 2 O a)v C CO CA .L a) CI crn L • U c cn— Y a) 0 C N- co C O U O U) C O U U _ 2 Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. 30% Review ISSUED FOR: 30% Review Revised Permit el1 \ Revision 1 Auditorium #9 - Seat Numbering Plan 1/4" =1'-0" 0 1' 2' 4' 12 13 14 NORTH Auditorium Furniture Item/Description Seat Type Quantity Color Trays (YsINo) Single (No Flip Up Arms) Tanaka 54 7 Black No Double (No Flip Up Arms) Tanaka 54 68 Black No Single ADA Flip Up (Arm Left) - - - - Single ADA Flip Up (Arm Right) Tanaka 54 1 Black No Double ADA Flip Up (Arm Left) Tanaka 54 1 Black No Double ADA Flip Up (Arm Right) Tanaka 54 2 Black No Double ADA Flip Up (Arm Left & Right) Tanaka 54 1 Black No 15 6 7 8 9 1 12 1 13 14 115 1 16 Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2010 ADA Standards for Accessible Design section 221.4 and 802.4 City of Tukwil- BUILDING DIVISION RECEIVED CITY OF TUKWILA 2Y1 1 7 2317 PERMIT CEN ER Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space All existing auditoriums in the theatre complex have an assistive listening system; it will be maintained and motified as needed in this auditorium renovation Revision 2 Revision 3 11606 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCH ITE=T '^ JANA ELLYCE BEE TRIPLEr.)/(Ae STATE OF WASHINGTON Drawn By Checked By 17 118 119 120 121 1I Auditorium #9 Seat Numbering Plan A14 AK BS act Number: DCAP.2016.486 © Copyright 2017 10 , 11 , 12 13 / , 14 , 15 , 16 , 17 18 19 20 21 22 23 24 El I— MINS as -as_, CST TOTOCIACSIC111112111111 L- J New wall covering (PWC -1) full height of low walls Au 0 h.*4 •••• 379< / \ �\ For finishes on low walls, Re:"H1//Al2\,. .New wall cove/ # ring.� (PWC -1) full height KN% of low walls. ./ 4`Extend carpet 18" be and face of screen f'" . \ \5*. 444\ • A. ♦ S 0 4 i I 11� I Vinyl Compostion Tile (PVCT-1) at trash cabinet with resilient base 10111011. �\ \/\ PWC -1 i\ X\ X\ X\. \ ,\ ..\ ► \ t\ r \ ‘PWC 1 .4211 \ .:\ NI 7777 \i rrl\ i \ \ /\ f -D NI I \/ I t 1 INr I r «I �I 1 ♦ • `I �I r I ♦, v • \X S I� N/ i<'y &sem i S p I' I CDCD MC) \\ \ / N y! /< b5 I \I NI 1 ,40 N, 1 \. +® ® gam; .� �® �l ./... ." �✓ ••••••,,/ .. \/ /�/ \/ / \ \� ',PWC -1 y,/ '\ x PWC -17\ .-.6*-------- / ' \ / \ b' \ / ets:citainutztelicatctiek/ \''amic:: catesteml\/co\CIDis'imai/ X\cmisin\joison/ca'N/CDCIMICCOCSCS'\CD/ CZ/ Auditorium #9 - Finish Plan E NORTH i i 1 CDCOCEIC121011 CD Carpet row letter inlays (PCP -2), typical Stair risers to have same carpet as treads, typical I I! I • r/ I; p. \/ ./ • / / lid -:,1-.1- t I j Projection Equipment Room L434 0 1 E New carpet (PCP -1) on 24" vertical face NOTE: All Finish Designations/References Updated on this Sheet. Refer to Finish Schedule FINISH PLAN KEY: - Resilient Base, 4" High - Carpet Base, 4" High (PCP -1) 30oz. Black - Carpet Base, 12" high or up to wall mounted aisle light strip, Re: Electrical (lighting plans) (PCP -1) 30oz. Black A X • Row Letter Carpet Inlays - Dolby PCP -2 - PLF Carpet PCP -1 - Vinyl Compostion Tile PVCT-1 PLF SCOPE OF FINISHES Auditorium - Refer to elevations and ceiling plan for wall, ceiling and wood trim finishes. Provide new carpet and base per finish plan. Provide wall covering at low knee walls per details and finish plan. Auditorium side of all metal door frames and metal doors, existing and new, to be painted (PP -2). Entry/Exit Corridors and Vestibules - Refer to ceiling plans for ceiling finishes. Provide new carpet, base and wall finishes per finish plan. Where wall covering is indicated on finish plans wall covering shall go from top of base up to ceiling. Provide black termination trim at all exposed edges of wall covering. CorridorNestibule side of all doors and door frames, existing and new, to be painted (PP -2). Auditorium Entries at Public Lobby/Corridor - Refer to plans, elevations and finish plan Projection Booth - Finishes to remain as is unless indicated otherwise. Touch up and replace as needed for equipment, electrical and HVAC changes - For Dolby booth 1) At projection port wall: paint walls, metal conduit, ductwork, pipes etc. from floor to ceiling (PP -3) starting at projection port(s) centerline out to 10'-0" on each side or to corner of booth, whichever is less. Paint up to 10'-0" above booth floor if no ceiling is present. 2) At ceiling over wall area defined above: paint any existing ceiling (PP -5) if not black already. Paint exposed structure, HVAC components, piping, conduit, etc. (PP -5) if within 10'-0" of booth floor. FINISH LEGEND PP -1 BLACK (PLF) Wood Trim in Auditorium, Handrail Brackets Manufacturer: Sherwin Williams - Pro Industrial Water Based Alkyd Urethane Enamel, B53-1250 Series Color: SW 6258 Tricorn Black Sheen: Low Sheen System: For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For wood & gyp.bd: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PP -2 BLACK (PLF) Doors and Door Frames Manufacturer: Sherwin Williams - Pro Industrial Water Based Alkyd Urethane Enamel, B53-1150 Series Color: SW 6258 Tricorn Black Sheen: Semi Gloss System: For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For wood & gyp.bd: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PP -3 BLACK (PLF) Vomitory Ceilings PP -5 BLACK (Dolby) Ceilings in projection booth Entry, Projection Booth and Vomitory Manufacturer: Sherwin Williams - Waterborne Acrylic Walls, Walls Behind Seats, Dryfall, B42B00081 Manufacturer: Sherwin Williams - ProMar 200 Color: SW 6258 Tricorn Black Zero VOC Sheen: Flat Interior Latex, B20-2600 Series System: 2 coats direct to ceiling material Color: SW 6258 Tricorn Black Sheen: Egg Shell System: For Gypsum Board: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PP -4 BLACK (PLF) Up high in Auditorium and Entries, Walls behind Screen, Under Dolby Entry Wall Covering Manufacturer: Sherwin Williams - ProMar 400 Interior Latex, B30B04600 Color: SW 6258 Tricorn Black Sheen: Flat System: For Gypsum Board: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer PP -31 COOL GRAY (Dolby) Handrails Manufacturer: Sherwin Williams - Pro Industrial Water Based Alkyd Urethane Enamel, B53-1250 Series Color: Custom Manual Match (Cool Gray) CCE*Colorant OZ 32 64 128 L1 -Blue 4 4 R2 -Maroon 2 5 1 - Y3 -Deep Gold 13 B1 -Black 4 G2 -New Green 4 1 - One Gallon Extra White Sheen: Low Sheen System: For steel: 2 coats on 1 coat of Pro Industrial Pro-Cryl Primer For all specified paints there shall be no substitutions Surface preparation for all metal surfaces (steel and iron) receiving paint: - For Repaints: Lightly Sand with 120 grit sandpaper and clean with water soluble cleaner such as Simple Green before painting - For Bare Metal: Minimum surface preparation is Hand Tool Clean per SSPC-SP2. Remove all oil and grease from surface per SSPC-SP1. Provide 1 coat of primer and 2 coats of paint as indicated PWC -1 Auditorium Wall Covering (PLF) Manufacturer: Melfabco Series: Tiara Wall Carpeting Color: Onyx Flammability: Class A, ASTM E84 NFPA 701-2004 PWC -2 Entry Wall Covering Fabric (Dolby) Manufacturer: Wolf Gordon Series: Felt 605AW, anti -microbial Color: Black Coal Flammability: Class A, ASTM E84 NFPA 701-2004 PWPF-1 Auditorium Acoust. Wall Pnl Fabric (PLF) Manufacturer: Golterman & Sabo Series: Acousti Suede, 8 oz. Color: Eclipse Flammability: Inherently Flame Retardant NFPA 701 (Small Scale) PRB-1 Rubber Base (PLF) Manufacturer: Roppe Color: • Black Type: Pinnacle no toe base, 6" High, Roll stock and preformed corners PACT -1 Acoustical Ceiling Tile 2x4 (PLF) Manufacturer: USG Series: Radar ClimaPlus 2410, 2'x4'x5/8" Color: Flat Black Grid: USG Donn Brand DX/DXL,15/16" suspensions system, Flat Black Note, this ceiling system to be used in rooms/spaces with completly new ACT. Where adding to or patching an existing system match that system. PVCT-1 Vinyl Composition Tile (PLF) Manufacturer: Armstrong Series: Imperial Texture Standard Excelon Color: Classic Black 51910 Size: 12"x12" PPCT-1 Ceramic Tile (when needed) Manufacturer: Kate -Lo Color: Unicolor Super Black Sheen: Matte Size: 12"x24" Contact: CST Central States Tile, Inc. Shelley Dorsh 913-754-8909 PWC -5 Trash Niche Wall Protection (PLF) Manufacturer: CS Series: Acrovyn 4000 Color: Black #108, Suede Texture Flammability: Class A, ASTM E84 Surface Preparation: Per wall covering manufacturer's specifications PCP -1 Black Floor Carpet (PLF) Manufacturer: Durkan Series: Accents III, cut pile solid Color: 7234 Black Flammability: Class 1, ASTM E648 PCP -2 Carpet Letter Inlay (Dolby) Manufacturer: Durkan Series: Accents III, Pattern: D33279 Color: Cool Gray (9C), per pattern Flammability: Class 1, ASTM E648 PPL -1 Plastic Laminate (PLF) Manufacturer: Formica Color: Black, #909-58 Sheen: Matte PLF GENERAL FINISH NOTES war ° ,.," °ter—'mr-" Mr' Vi "mires wm°miry °wiry war wow: - y,"i1r, mirror 'morrow' we' �i ,.'mores M' ‘1,"VP'"' 111.'" ". Wm" VP"'11111F":Iry 4111,4" Wu" \IF, mur":miri• w— rir"' W. ww•wi'`w'.`�y► ,y gor. w RE All painted auditorium walls to receive (PP- t OD: - unless noted otherwise. A All painted metal handrails and guardrails t receive (PP -31) in Dolby. Metal handrail wF ll brackets to receive (PP -1) in all PLF auditoriums. Not including handrails and guardrails, all painted metals to receive (PP -2) unless noted otherwise. All wood and metal doors & door frames to receive (PP -2) unless noted otherwise. Provide black corner guards to match existing theatre standard at outside corners of painted walls. Where wall covering (PWC -2) (Dolby) is to be direct applied to walls, ceilings, etc. paint surface (PP -4) before applying. For new and existing acoustical ceiling tile systems, refer to structural drawings and provide and install all suplimental hangers, clips, etc. necessary if indicated Refer to details and for further clarificAtl6rys9f1f iishesGl6 /A13 D Ci BUILD 4111 ea a) U 05 O) c cz () c a) o c o 2 2. 0) (n • o o � U _ (d 190 Cr) •i` a)0 o cn a) 4/2 co L 0 MEP ' I HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362.9090 phone mail@h-be.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland. Park, KS 66202 P; (913) 831.1262, F; (913) 831.-Q148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 1� Revision 1 2� Revision 2 gyp. OMPLIANCE P 0 8 2017 11606 of Tukw G DTVI IO RE rvo E 14 December 2016 14 December 2016 13 January 2017 12 May 2017 16 June 2017 7 November 2017 REGISTERED ARCHITE T d>lyA ELLYCE BEE TRIPLE rT€AQP WASHINGTON RMIT CENTER Drawn By Checked By • Auditorium #9 Finish Plans A15 AK BS bei, DCAP.2016.486 © Copyright 2017 1 I3 4 5 6 7 8 9 112 13 114 115 116 17 118 19 20 121 122 123 24 R Q P N M L K J H G F E co .QI ti 0 D N - cI co C coo a B O 5 a) aa) U A 1. BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE 2. DESIGN LOADS: A. FLOOR LIVE LOADS a. b. c. d. e. f. g. CORRIDORS, RAMPS, STAIRS & EXITWAYS PARTITIONS PROJECTION BOOTHS STADIUM SEATING (NON -REDUCED) CONCENTRATED LOAD ON ELEVATED FLRS CONCENTRATED LOAD ON STAIR TREADS SCREEN FRAME CATWALKS FOR MAINTENANCE ACCESS B. ROOF LIVE LOAD C. ROOF SNOW LOAD D. WIND LOADS E. SEISMIC LOADS a. b. c. RISK CATEGORY SPECTRAL ACCELERATION SEISMIC IMPORTANCE FACTOR 1 le 2. Ip (STAIRS AND EXITS) 3. Ip (ALL OTHERS) 4. IP (PERPENDICULAR TO SCREEN) 5. Ie (PARALLEL TO SCREEN) d. SPECTRAL RESPONSE COEFFICIENTS SDS SD1 e. SITE CLASS 1i r r ♦, 100 PSF 15 PSF 50 PSF 60 PSF 2000 LBS 300 LBS 40 PSF N/A N/A N/A III Ss = 1.453g, S1 = 0.542g 0.969 0.542 D g. SEI IC BA E S R /A* *RENOVATIONS DO NOT IMPACT FORCES IN LATERAL FORCE RESISTING SYSTEMS BY MORE THAN 10% F. : AD •ADS a. BUILT UP RISERS 10PSF 3 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 SCREEN STRUCTURE DESIGN LOAD INFORMATION. 3. STATEMENT OF SPECIAL INSPECTIONS A. THIS STATEMENT OF SPECIAL INSPECTIONS IS IN ACCORDANCE WITH 1704.3 OF THE 2015 IBC. THE INTENT OF THIS SECTION IS THAT ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE 2015 IBC UNLESS SPECIFICALLY NOTED OTHERWISE. B. SPECIAL INSPECTIONS SHALL BE PERFORMED AS SPECIFIED IN TABLE 3/S0.5 a. SPECIAL INSPECTION OF SHOP FABRICATIONS IS REQUIRED UNLESS THE FABRICATOR IS REGISTERED & APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. C. WHERE SPECIAL INSPECTION IS REQUIRED TO VERIFY THE FABRICATORS FABRICATION AND QUALITY CONTROL PROCEDURES, SUCH INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1704 OF THE 2015 IBC. D. THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE ITEMS LISTED ABOVE PRIOR TO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OF THE WORK. E. 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 2015 IBC. 4. STRUCTURAL ENGINEER SITE OBSERVATIONS A. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS 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. SOME STRUCTURAL COMPONENTS OF THE EXISTING STRUCTURE ARE NOT KNOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST FIELD VERIFY, DOCUMENT AND PROVIDE DETAILS OF THE AS -BUILT CONDITIONS TO THE STRUCTURAL ENGINEER FOR EVALUATION. DO NOT INSTALL NEW CONSTRUCTION BEARING ON EXISTING STRUCTURAL COMPONENTS (CONCRETE TREADS, RAKER BEAMS OR LIGHT GAGE FRAMING) SHOWN IN THESE DOCUMENTS UNTIL THE EXISTING STRUCTURE HAS BEEN EVALUATED AND APPROVED BY THE STRUCTURAL ENGINEER. 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 MECHANICAU 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. 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 BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR WALLS, DIAPHRAGMS, PERMANENT BRACING, METAL DECKING, AND EXTERIOR LOAD-BEARING WALLS 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. REINFORCING STEEL: A. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT WELDED REINFORCING WHICH SHALL BE ASTM A706 GRADE 60. B. ALL WELDED WIRE FABRIC SHALL BE ASTM A185 AND A82 COLD DRAWN WIRE. C. ALL ACCESSORIES FOR SUPPORTING REINFORCING SHALL BE GALVANIZED OR HAVE PLASTIC - COATED FEET. D. REINFORCING SHALL BE DETAILED, FABRICATED, PLACED, AND SUPPORTED IN ACCORDANCE WITH ACI 315, LATEST EDITION. 10. E. STANDARD COVERAGE OF REINFORCING, UNLESS OTHERWISE SHOWN, SHALL BE AS FOLLOWS: CAST AGAINST EARTH, PERMANENTLY EXPOSED TO WEATHER EXPOSED TO EARTH & WEATHER (FORMED) NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS CONCRETE: 3" 2" 3/4" A. CAST -IN-PLACE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODE REQUIREMENTS, INDUSTRY GUIDES AND REFERENCE STANDARDS INCLUDING, BUT NOT LIMITED TO: a. b. C. d. e. f. g. h. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 305R - GUIDE TO HOT WEATHER CONCRETING ACI 306R - GUIDE TO COLD WEATHER CONCRETING ACI 318 - STRUCTURAL CONCRETE BUILDING CODE ACI 347 - GUIDE TO FORMWORK FOR CONCRETE ACI SP -66 - ACI DETAILING MANUAL AWS D1.4 - STRUCTURAL WELDING CODE - REINFORCING STEEL CRSI - MANUAL OF STANDARD PRACTICE B. ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND HAVE MAXIMUM WATER/CEMENT RATIO OF 0.53. C. IT IS THE INTENT OF THESE CONCRETE SPECIFICATIONS THAT THE CONTRACTOR SUPPLY CONCRETE MIXES WITH A MINIMUM AMOUNT OF WATER IN ORDER TO LIMIT PLASTIC SHRINKAGE CRACKING IN FRESHLY PLACED CONCRETE. IT IS EXPECTED THAT PRODUCING WORKABILITY FOR CONCRETE MIXES WILL REQUIRE THE ADDITION OF WATER -REDUCING AND/OR SUPER -PLASTICIZING CHEMICAL ADMIXTURES. D. CONCRETE SLUMP SHALL BE A MAXIMUM OF 4" +/- 1" (ASTM C-143) AS DELIVERED IN THE FIELD. CONTRACTOR MAY USE CHEMICAL ADMIXTURES TO ATTAIN A MAXIMUM SLUMP OF 8" FOR WORKABILITY. E. NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE. F. FLY ASH MAY BE USED AT A RATE NOT TO EXCEED 25% OF THE TOTAL CEMENT CONTENT. G. CHAMFER ALL EXPOSED CORNERS OF CONCRETE 3/4". H. PRIOR TO PLACING CONCRETE IN ANY LOCATION, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THOROUGHLY CHECKED AND COORDINATED ALL DIMENSIONS, ELEVATIONS, OPENINGS, RECESSES, AND BLOCKOUTS SHOWN ON THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. IN THE EVENT ERRORS, CONFLICTS, OR OMISSIONS EXIST, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ARCHITECT OR ENGINEER FOR NECESSARY CORRECTIVE ACTION. I. EMBEDDED ITEMS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR PRIOR TO PLACING CONCRETE. J. ANCHOR RODS SHALL BE HELD IN PLACE WITH A RIGID TEMPLATE. 11. 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 AND SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. ALL RECTANGULAR AND ROUND HSS SHAPES SHALL BE ASTM A500, GRADE B. C. D. E. F. G. H. 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. SHOP WELDED AND FIELD BOLTED CONNECTIONS ARE PREFERRED, UNLESS OTHERWISE SHOWN. 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". WELDING ELECTRODES SHALL BE E70XX. STEEL ROOF DECK SHALL BE 1-1/2", WIDE RIB, 18 GAGE, WITH NESTED SIDELAPS. DECK SHALL BE G60 GALVANIZED ALL OPENINGS IN ROOF OVER 8" IN ANY DIRECTION SHALL HAVE A 3 X 3 X 1/4 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. J. ALL BEAM CONNECTIONS SHALL BE DESIGNED AS SIMPLY SUPPORTED BEAMS BY THE STEEL FABRICATOR FOR THE LOADS SHOWN ON THESE DOCUMENTS. LOADS AND REACTIONS SHOWN ON THESE DOCUMENTS ARE NON -FACTORED, WORKING STRESS VALUES (ASD). CONNECTIONS MAY BE BOLTED OR WELDED. K. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. a. ALL CONNECTIONS SHALL BE SNUG -TIGHTENED BEARING TYPE USING A MINIMUM OF TWO A325N OR A490N BOLTS. I. CONCRETE ANCHORS a. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193. b. ADHESIVE ANCHORING SYSTEMS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC -ES AC308. J. MASONRY ANCHORS a. ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY 1 MECHANICAL AND SCREW TYPE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC01 OR ICC -ES AC106. 2 ADHESIVE ANCHORING SYSTEMS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC58. b. ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY 1 SCREW TYPE ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC106. 2 ADHESIVE ANCHORING SYSTEMS WITH SCREEN TUBES SHALL BE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. 13. LIGHT GAGE METAL FRAMING: L. STEEL JOISTS SHALL BE FABRICATED AND ERECTED (INCLUDING BRIDGING) IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE STEEL JOIST INSTITUTE AND ALL OSHA REQUIREMENTS. JOISTS SHALL HAVE 2-1/2" BEARING DEPTH FOR K SERIES JOISTS AND 5" 14. FOR LH SERIES JOISTS 12. POST -INSTALLED ANCHORAGE: A. DESIGN OF ALL POST -INSTALLED ANCHORAGE SHALL BE IN ACCORDANCE WITH ACI -318 APPENDIX D AND SHALL CONSIDER CRACKED CONCRETE CONDITIONS. B. ALL POST -INSTALLED ANCHORS SHALL BE INSTALLED BY TRAINED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) AS SHOWN IN THE CORRESPONDING ICC -ESR REPORT AND INCLUDED IN THE ANCHOR PACKAGING C. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL POST -INSTALLED ANCHORAGE ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. D. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS BY FERROSCAN, GPR, X-RAY OR OTHER MEANS PRIOR TO INSTALLATION OF ANCHORS. E. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. F. EMBEDMENT DEPTH FOR MECHANICAL EXPANSION ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR WHICH TENSION LOAD IS TRANSFERRED TO THE CONCRETE, MEASURED PRIOR TO APPLYING TORQUE TO THE ANCHOR. G. EMBEDMENT DEPTH FOR ADHESIVE AND SCREW TYPE ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN INSTALLED INTO THE HOLE. H. SUBMITTALS ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL. 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 MUSFA 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 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 T DRA GS •RSP IFIC - QUIR ENT 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). ANY SUBSTITUTIONS MUST MEET THE MINIMUM PROPERTIES PROVIDED BY THESE MEMBERS, AND MUST BE APPROVED IN WRITING BY THE ENGINEER. SUBMI S: 3 A. CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THE GENERAL CONTRACTOR. a. b. c. TEMPORARY BRACING AND SHORING STEEL BAR JOISTS STRUCTURAL STEEL CONNECTIONS 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. b. d. e. f. g - CONCRETE MIX DESIGN AND MATERIALS CONCRETE REINFORCING STEEL STRUCTURAL STEEL STEEL DECK & ATTACHMENT METHODS AND MATERIALS LIGHT GAGE METAL FRAMING & CONNECTIONS FIBER REINFORCING STEEL JOISTS S0.1 50.2 S0.3 S0.4 S0.5 S1.1 S2.1 S3.1 S3.2 S3.3 S3.4 S4.1 S4.2 S4.3 S4.4 S4.5 S4.6 GENERAL NOTES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS RISER FRAMING PLAN PARTIAL ROOF FRAMING PLAN & DETAILS SECTIONS SECTIONS & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS SCREEN STRUCTURE FRONT ISOMETRIC VIEW SCREEN STRUCTURE BACK ISOMETRIC VIEW SCREEN SUPPORT ELEVATION DETAILS ISOMETRIC DETAILS SCREEN SPEAKER MOUNTING DETAILS SCREEN SHAKER ELEVATIONS & DETAILS STRUCTURAL SHEET LIST A.F.F. ALT ARCH BLDG BM BOT BRG BTWN CL CIP CLR COL CMU CONC CONT CTR DIA DEG DIM DTL DWG E.F. ELEV EQ E.W. EXIST EXT FND FIN FLR F.S. FTG F.V. GA G.B. GALV HORIZ ABOVE FINISH FLOOR ALTERNATE ARCHITECTURAL PLANS AT BUILDING BEAM BOTTOM BEARING BETWEEN CENTER LINE CAST -IN-PLACE CONCRETE CLEAR COLUMN CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CENTER DIAMETER DEGREE DIMENSION DETAIL DRAWING EACH FACE ELEVATION EQUAL EACH WAY EXISTING EXTERIOR FOUNDATION FINISHED FLOOR FAR SIDE FOOTING FIELD VERIFY GAUGE GRADE BEAM GALVANIZED HORIZONTAL I.F. JST K LBS LLH LLV MANUF MAX MIN MISC N/A N.S. N.T.S. O.C. O.F. OPNG OPP PSF PSI RAD REINF SCHED SECT SHT SIM SPA SPECS SQ STD STL T&B T.O. TYP U.N.O. VAR VERT w/ W.W.F. INSIDE FACE JOIST KIP (1000 LBS) POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT APPLICABLE NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE FACE OPENING OPPOSITE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS REINFORCEMENT SCHEDULE SECTION SHEET SIMILAR SPACING SPECIFICATION SQUARE STANDARD STEEL TOP & BOTTOM TOP OF....(ADD ITEM) TYPICAL UNLESS NOTED OTHERWISE VARIES VERTICAL WITH WELDED WIRE FABRIC 3� STRUCTURAL ABBREVIATIONS REVIEWED FOR Er CODE COMPLIANC APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 6' UV q 7 2017 PERMIT CENTER 1 '2 3 '4 5 '6 7 8 STRUCTURAL GENERAL NOTES 9 10 112 113 114 115 116 117 118 4 NOT USED S0.1 19 120 121 0 0) i O a) o 0) a`1 C -Y CCI 2 C o) i CD }r C N o C9UT - m 0 C u) U c U) -- Yc m O 12 a MEP z r W HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA ( Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P;(913)831-1242, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit Revision 1 ARevision 2 / \ Revision 3 ISSUED FOR: 13 January 2017 12 May 2017 16 June 2017 7 November 2017 Drawn By Checked By GENERAL NOTES BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 1 R Q P N M L K J H G F E >, .oI ti cov D >I -0 coL °) C C U 0 co ti N (0 B tY a E U 2 3 4 5 6 7 8 9 10 11 12 13 14 115 16 117 18 1.9 20 21 22 23 24 LEVEL CONCRETE PLATFORM SECTIONS ON EXISTING SLOPED SLABS NOTE: - - A EXISTING (3) MIN LAYERS GYPSUM BOARD WALL TO REMAIN. IF LESS ON GRADE INCLUDING THOSE TAPERING TO FEATHER EDGE ARE TO BE CONSTRUCTED w/ 'ARDEX' K15 SELF -LEVELLING UNDERLAYMENT APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN NOTE 1 1/2" THAN (3) PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS AS REQUIRED, PROVIDE NEW RAIL SYSTEM COMPONENTS TO MATCH EXISTING. (1 1/4" OR 1 DIAMETER NOMINAL STEEL PIPE TO MATCH THEATRE STANDARD), PAINT MATERIAL OVER THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED w/ 'ARDEX' P51 PRIMER, BOTH INSTALLED IN STRICT ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. NEW CONCRETE TOPPING NEW EPS FOAM FILL ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, 1. AT LOCATIONS WHERE BUILT UP FLOOR THICKNESS IS INSTALL PER MANUFACTURER'S RECOMMENDAT , . REQUIRED TO BE GREATER THAN 1 1/2" UP TO 4" U.N.O.,1/2" 3x3x16GA CONT CLOSURE PROVIDE EPS FOAM INSULATION BENEATH THE CONCRETE TOPPING. PROVIDE 6" WIDE SOLID CONCRETE AROUND THE (2) LAYERS 314" T&G FIRE RETARDANT TREATED PLYWOOD ANGLE AT PERIMETER OF ALL PERIMETER OF THE BUILT UP AREA AND ATTACH TO SLAB ON 1 1/2", 18 GAUGE TYPE B METAL DECK. ATTACH METAL PLYWOOD ON DECK PERct N DECK TO CHANNELS WITH #10 TEK SCREWS @ 8" O.C. TYP. OTHER DETAIL THIS SHEET WITH 3/16" TAPCON FASTENERS AT 12" O.C., PROTRUDING ( r ATTACH PLYWOOD TO DECK WITH SELF -TAPPING BUGLE- TYP. VERTICAL LEG MUST 1/2" FROM SURFACE FLOOR. REFER TO EPS FOAM SPEC HEAD SCREWS @ 12" O.C. 6" O.C. @ EDGES COMPLETELY COVER ALL BELOW FOR FURTHER REQUIREMENTS. EDGES OF PLYWOOD DECKING to - t`t- co NOTE: v LC 0 0 z ALL HANDRAILS AND FLOOR MOUNTED) AND r u: Q (WALL in- GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD M g Z OF 50 POUNDS PER LINEAR FOOT AND A SINGLE ` I I - CONCENTRATED LOAD OF 200 LBS. (NOT O CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE OJ TOP AND TO TRANSFER THIS LOAD THROUGH THE Li. SUPPORTS TO THE STRUCTURE. ' II "POWERS" '`-'=-���___�``�►" 2. CONCRETE SHALL CONTAIN 1.5 LBS/CY NATURAL FIBER - ♦ -� ........ :..•1=��a.�;.. ,__ ����j���i-•����►.I► .' SEAMS IN PLYWOOD TO BE STAGGERED �. REINFORCEMENT PER MANUFACTURERS SPECIFICATION. _. 3 .... - '�� EXISTING SLOPED CONCRETE SLAB 4'-0" MAX (TYP) 4'-0" MAX (TYP) 4'-0" MAX (TYP) ' ..1 \\\\\\\\\\\\\\ EXPANDED POLYSTYRENE FILL: .� --- --- SECTION 3 / TOGGLEBOLTS () 1 4 0 OW LOCATED @120 DEG. PATTERN ........................................,,.............,...........,. ..,.,.......,,.......,....,.....,..,,.....,... /.MA 1. EXPANDED POLYSTYRENE (EPS) FOR BUILT-UP FLOOR ��iiiii-�i +I7 .7 � -' - ' 2 NEW CONCRETE TOPPING SYSTEMS SHALL CONFORM TO ASTM C578, TYPE II. EPS _ _ I z.1 - I - - ^ _ _ 1 ALL WALL MOUNTED HANDRAILS TO TURN BACK TO WALL AT TERMINATIONS ..r[� (3) 1/4"0 "POWERS" LOCATED @120 1 1/2 �� RE: ARCH 1 ..ct�.. TOGGLE BOLTS DEG. PATTERN STEEL PIPE HANDRAIL FOR FINISH SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 15 __ i 1 NEW EPS FOAM FILL PSI @ 10% DEFORMATION AND SHALL HAVE A MINIMUM ' DENSITY OF 1.35 PCF. EPS SHALL HAVE MAXIMUM FLAME- I I I 1 f• . ��` T\ \ �, \, I \ \ `\ /\ ''. \EXISTING \\\ �• \ �\ \, \• \ \ �, ` . \\ \ ,\ `\\,\\B,->, RISER aI _ SPREAD AND SMOKE DEVELOPED INDEXES OF 75 AND 450, RESPECTIVELY WHERE TESTED WITH A MAXIMUM= . a, = . • �►�►��♦ ' I, 1" : ;rsiNk. - '°° . 1 ., ����.►:,��►��������A�� .... THICKNESS OF 4 PER ASTM E84. MATERIALS IN EXCESS i i:. \ ` \\ \ 1----. , \ `. \ \. \ �, - _ _ \ \ \ ''.1 \` �\ \ �� \. '�\ ` '.,, �.\\ ,•\�\ � \ �& LANDING \\ \ \\. CONSTRUCTION ' _ ^--_ -_! OF FOUR INCHES MUST ALSO COMPLY WITH FM 4880. ,.,,,.,•,.,•,,,,,,,,,,,,,,•,,,•,,,,,,,,,,,• ` iv__ 18 GA (43 MIL) HEAVY DUTY HAT ► K' - CHANNELS x @ 4$" O.C. ATTACHED i ��:i% 362S200-43 METAL STUDS @ 48" O.C. (TYP) ('' 2. PLACE EPS IN SINGLE LAYER OF THE REQUIRED TO CONCRETE w/ POWDER DRIVEN I .....,„,,,a111� EXISTING CONCRETE SLAB THICKNESS. FASTENERS \\\\\\\\\\ STAGGERED @ 12" O.C. EA FLANGE,I (NOTE: HAT CHANNELS 4ill rs _) ATTACH METAL STUDS CONCRETE WITH HILTI XU PINS w/ 1" EMBEDMENT @ 16: O.0 3. USE "LNSTA-STIK" ADHESIVE BY DOW CHEMICAL, OR APPROVED EQUAL TO ADHERE EPS TO SUBSTRATE. CONCRETE SECTIONS RAMPING UP FROM FEATHER EDGE ARE TO BE NOTE: MUST HAVE FLAT TOPS) FOR 51, BUILDUP PLAN VIEW 148 MAX. CENTER TO CENTER 'ARDEX SD UNDERLAYMENT MATERIAL OVER CONSTRUCTED WITH -P THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED USE THIS DETAIL IF BUILDUP IS LESS THAN 4" 'ARDEX' BOTH INSTALLED IN STRICT ACCORDANCE NOTE: WITH P51 PRIMER, U.N.O. WITH MANUFACTURER'S INSTRUCTIONS. USE THIS DETAIL IF BUILDUP IS 4" OR 5". 2 WALL MOUNT HANDRAIL DETAILS 7-1 SHALLOW BUILDUP RISER DETAILS S0.2 N.T.S. A ��N 2 ��� �•� #10 MIN BOTH SIDESSCREWS LF-DRILLING1ppfr. (TYP) EA STUD U.N.O. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND � METAL Y IN INSTALLEDINNER POSITIONPL `' (3) #8 SELF -DRILLING AT 11111001"11 .1. CONC OR STEEL CONT TRACK 411 \ i�,I BLOCKING TRIM PER ARCH :SE (2) #10 TEK SCREWS Ij1;111111111111Y110111111111U111p111111111011111111111111111111111IIIIIIIIp1110 IlIIIO fi/��i����� @ EA STUD ! METAL STUDS PER DETAIL 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: METAL STUD PER OTHER DETAILS (NP) 1/8 1" ,1111,, �""""`' 0 ` 3x3xI6GA CLOSURE LEG MUST COVER ALL PLYWOOD CONTINUOUS ANGLE VERTICAL COMPLETELY EDGES OF DECKING CONT TRACK I 1/8 @ 1/4 PTS 1 PAN HEAD SCREWS HILTI X -U FASTENERS w/ 1" EMBED @ 12" O.C. STAGGERED AT WOOD OR PLYWOOD ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL BE DESIGNEDTO RESIST A BRIDGING SPLICE OPTIONS #12 SHEET METAL SCREWS w/ 1" EMBED @ 12" O.C. STAGGERED STUD TO TRACK #10 TEK SCREWS @ 6" O.C.TYPICAL ' TTACH (4) #8 SELF PAN HEAD w/ CLIP -DRILLING SCREWS I�FASTENERS �� AND ' � 1-1/2"COLD ,� �1P�' ,. A1 �� • // /0*"dieMATCH TRACKHILTI FOR EA CONNECTION AT CONC OR STEEL SOLID BLOCKING I d LOAD OF 0 POUNDS PER r��/����/�//� (2) #10 TEK SCREWS rii111U1f 111111111111111111HIllllllllllllllllbllllllllllif 11111111111111111111111111111 @ EA STUD @HANDRAILcn ATTACHMENT LOCATIONS � ,,n n 1 LINEAR FOOT ANDA SINGLE CONCENTRATED LOAD OF o z 200 LBS. NOT 0•, z ( in CONCURRENTLY), APPLIED � o c 36' Z IN ANY DIRECTION AT THE ,,,��uti TOP AND 70 TRANSFER p THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. �nnr erurrr 0 ��������111 ,.. :.--_ �� I= 3x3xl6GA CLOSURE CONTINUOUS ANGLE. VERTICAL LEG AT CONC OR STEELo X -U FASTENERS w/ 1" „ EMBED @ 12 O.C. STAGGERED AT WOOD OR PLYWOOD ' (3)1/4"x2"COUNTERSUNK WOOD SCREWS LOCATED @ #12 SHEET METAL SCREWS w/ 1 �� EMBED @ 12" O.C. STAGGERED SELF -DRILLING SCREWS #10 (MIN) BOTH SIDES, TYP EA STUD 3 ROLLED STEEL O.C. MAX 18 GA HILTI X -U FASTENERS w/ 1" @ 48" EMBED @ 12" O.C. STAGGERED AT WOOD OR PLYWOOD 120 DEG PATTERN MUST COMPLETELY COVER ALL EDGES OF PLYWOOD DECKING #10 TEK SCREWS @ 6" O.C. TYPICAL BRIDGING TO STUDS #12 SHEET METAL SCREWS w/ 1" EMBED @ 12" O.C. STAGGERED TYPICAL TRACK SPLICE 5 DOUBLE STUD COLUMN 6 HANDRAIL @ NEW PARTITION WALL 3 CONNECTION DETAIL 4 TYPICAL METAL STUD DETAILS S0.2 N.T.S. S0.2 N.T.S. 50.2 N.T.S. s0.2 N.T.S. 16 GAGE TRACK LEGS CONNECT TO STRUCTURE (BEAM, DECK OR JOIST) ABOVE @ EA STUD LOCATION TO PROVIDE CONNECTION CAPABLE OF �1`� RESISTING A 150 LB HORIZ I II LOAD (INTERIOR WALL) III III SLIP w/ 2" �� III II Oi / I i0 ,� N �o 0a �- , d) -0 2 17 ���o 04.4 (� • F j -'- � `Z�� ► `ro u� 1.1- d'�d'�j� .p `9 o'�'� WALL STUD DEPTH STUD DEPTH GAGE SPACING HEIGHT NOTES: .IDEPTH TRACK OR SLIP TRACK TRACK \\ METAL STUD CRIPPLES TO MATCH WALL @ 16" O.C. (TYP) (MIL) (INCHES O.C.) 201 SIZED ALL STUDS ARE WITH 1 5/8" 33 ( ) 16 1 T-71 FLANGE WIDTH. 24 15'-4" 2. STUDS ARE INTENDED FOR 18 12 21'-0" INTERIOR PARTITION WALLS 3 5/8" (43) 16 19'-1" ONLY AND ARE TO BE NON LOAD - BEARING. 24 16'-8" • • - • ; : ; : TRACK T&B SIZE & -• = 16 12 22'-6" 3. STUDS HAVE BEEN DESIGNED METAL STUD BOX BEAM HEADER PER 9 OTHER DETAILS COPE FLANGES & EXTEND WEBS OF (54) 16 20'-6",� FOR SEISMIC LOAD OR 5 PSF LATERAL LOAD WHICHEVER -� REVIEW 24 17-11 CONTROLS ONLY. CONTACT CODE CQ 1 I GAGE MATCH WALL I MIN 362T125-43 I I MTL STUD, EA SIDE 20 12 26'-9" E.O.R. FOR OTHER CONDITIO S. APPF (33) 16 24'-4" 4. STUDS HAVE BEEN DESIGNE S0.2 NOTE: BOX BEAM SIDE STUD AND TRACK GAGE & SIZE PER OTHER DETAILS THESE DOCUMENTS. OPENING PER ARCH MAX WIDTH = 6'-0" @ PROJECTION PORT STUDS OVER JAMB STUDS. ANCHOR TO JAMB STUDS w/ (4) #12-14 SCREWS IN PRE -DRILLED HOLES OR USE EQUIV WELDS 24 21'-3" FOR A MAXIMUM DEFLECTION OF DEC 0 18 12 29'-1" HEIGHT/240. SIZE & GAGE MATCH WALL MIN 5 1/2" (43) 16 26'-5" 5. PROVIDE INTERIOR SLIP TRA K PER 7/50.2 @TOP OF EA WAL City of 362S162-43 lyp 118, 2-12 III ``i i i II1 1/2" x 16 GA U -CHANNEL NOT MORE THAN 12" FROM TOP (TYP) PER BRIDGING DETAIL 16 12 31'-3" BUILDING (54) 16 28'-5" #10-16 SCREW) @ OPTION 1 OPTION 2 FULL HEIGHT STUDS @ JAMBS r. MAX WIDTH = 4'-0" @ VOMITORY EXIT METAL STUD TRIMMER (TYP) TRACK SILL / AS OCCURS (4) FULL HT 4005162-43 STUDS @ EA SIDE OF PROJECTION PORT OPENING MIN. (4) FULL HT 600S162-43 STUDS @ EA SIDE OF NEW VOMITORY OPENING MIN. (MATCH EXISTING EC I 20'- 1224 "OF 24, 9" CITY EDJ I LA (33) 16 26'-0"��� II II NOTE: 24 22'-9" �; 18 12 31'-2" PERMIT CENTER USE THIS DETAIL FOR INTERIOR NON -LOAD BEARING PARTITION WALLS ONLY. 6" (43) 16 28'-4" 24 24'-9" WALL STUDS) TRACK ///��� 11; 12 33'-6" (54) 16 30'-5" 24 26'-7" 7 INTERIOR SLIP TRACK 8� STUD FRAMED OPENING DETAIL -9- BOX BEAM HEADER DETAIL 10 NON -LOAD BEARING STUD HEIGHT LIMITATION TABLE . - S0.2 o.2 N.T.S. C _ _ I _ _ 1 _ _ I . _ I . - i . - N.T.S. 1 1 1 _ _ S0.2 N.T.S.so.2/ 3 4 5 6 7 I 8 I 9 1 as Zmum U) E CD 0 cu o U 2 co 465 o O 0 CR - cD E.' o c o� �U c N c --Y m 0 15 2 CD cd ;J ti MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone rnail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 Revision 3 7 November 2017 /ED FOR IVIPLIANCE ukwila DIVISIO Drawn By Checked By TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 0 Copyright 2017 (P16273) 0 .0I ti 0 N >I rn -10 (D C U O M ti N co 0 0 i m (.) 12 I 13 I 14 15 I 16 17 18 119 120 121 122 23 1 24 NM Yy1� i ^J L_ En NOMMIIHNIMMENIMMINEN MIN (3) FULL WRAPS (TYP) 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS r EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P2786 CLAMP EACH SIDE (TYP) P5000 UNISTRUT SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS ATTACHED TO EYEBOLT, 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES AND CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLE h IIulIIIMIgNMItlIINgl llll IM1111MMtlggMuq 81111 1111111 tlu 1111glgl jl111IN0111NIIIIglulugq I NIMIgIpMIIIuuNluglllIMIMIluqllliqlqiuCl PRIIIlqutuugq UNISTRUT P1546 FITTING (TYP) 5/16" DIA. EYEBOLT IN CENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET END VIEW 1111 Fl ,1111111112111111111u Ctfr 0 161 - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS lf,�'INIIfl011�OflII,�1 ,., 11I{IlHiglligglqlqlllllllgq6lplqqqNlllqlqlWgI11811qqllqfliNIIIIIIqqqqlMlMllqtlqqlqqqllqlqdIU6 • • INIgIMNIIIqM11NqqMtlflqqll NIII l IMili g1111gll11111111111111121111111 CEILING TILE & GRID, PER ARCH (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CEILING SPEAKER PER ARCH bIUNIHgggplWgiqlqqllllqlqiqltllqqqqqqllqqlNOqtlq NOTE: ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT ___ . _ .. _ _ _._ . _.._ . __ _.. ___. _ r---\ LIL -t i 111111 >'' ATTACHED TO EYEBOLT, 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES AND CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLE h IIulIIIMIgNMItlIINgl llll IM1111MMtlggMuq 81111 1111111 tlu 1111glgl jl111IN0111NIIIIglulugq I NIMIgIpMIIIuuNluglllIMIMIluqllliqlqiuCl PRIIIlqutuugq UNISTRUT P1546 FITTING (TYP) 5/16" DIA. EYEBOLT IN CENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET END VIEW 1111 Fl ,1111111112111111111u Ctfr 0 161 - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS lf,�'INIIfl011�OflII,�1 ,., 11I{IlHiglligglqlqlllllllgq6lplqqqNlllqlqlWgI11811qqllqfliNIIIIIIqqqqlMlMllqtlqqlqqqllqlqdIU6 • • INIgIMNIIIqM11NqqMtlflqqll NIII l IMili g1111gll11111111111111121111111 CEILING TILE & GRID, PER ARCH (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CEILING SPEAKER PER ARCH bIUNIHgggplWgiqlqqllllqlqiqltllqqqqqqllqqlNOqtlq NOTE: ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT INC - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS 4 gl0ltlgglqqqqqqqWqqfqqfq�qlllqNlgqlq!' NglggUtllqqqlqllqlqllqiiiqqlqqqllqqi8qlqilqqqqiqq(llggglq�Iq81qi0qqlqiq�IIdIIIIONIqIqqWqqlqiqqtlUqHqlqqlqlqlPqlpgll 111111111MOOMIIMIMMINIMMINERII \ :: / 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT © UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. CEILING SPEAKER PER ARCH SIDE VIEW O MEV P5000 UNISTRUT SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS 4 ;z fl � fl uMuu I tl1 qfl 11 uql I Nq u gMufl q l 11 loop INN fl I III L M I tl q ql II I' I I' tlq qN i I IN MM NggqqN I gUfl i l qIM qI ququNggqtl Nu flggflU(qqqtlquqM NlgNququ I IgNII! MggNql I11IIM I I HIIIggMNpIflNNlflCqq glNgtlli qMq I q IIIMM I ql IVUNI dflugNgqNl{miq I I 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS CEILING TILE & GRID PER ARCH (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH / MEP P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP CHORDS 1 0.3 CEILING SUSPENDED SPEAKER - FRONT TO BACK STRUCTURE N.T.S. D C B A 1 MIN (3) FULL WRAPS (TYP) 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS UNISTRUT P2786 CLAMP EACH SIDE (TYP) (2) EA P5000 UNISTRUTS SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS r t•1 u EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P1000 BOLTED TO LOWER UNITSTRUTS w/ 1/2" DIA BOLTS w/ WASHERS & DOUBLE NUTS i - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS \2:1--/ cn 4 I [Mil qlqlHNUtllgl)IMgqlNqqMMqq�NquluMul�IpNqqMuql�flMNIqMMMNYuqNMglMqU MgggNqqq ggqqqflI NNgq ■ NOTE: 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT @ UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. UNISTRUT P1546 FITTING (TYP) CEILING SPEAKER PER ARCH SIDE VIEW 0 (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2)1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH / MEP III}IMINgIIaNGhio�qql CEILING TILE & GRID, PER ARCH. ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT PENETRATE JOIST CHORD OR DECK r-1 F-1 r—\ EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P1000 BOLTED TO LOWER UNITSTRUTS w/ 1/2" DIA BOLTS w/ WASHERS & DOUBLE NUTS - (2) EA 1/2" DIAA36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS Iullgglli INEMlltNlll • (2) EA P5000 UNISTRUTS SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS ATTACHED TO EYEBOLT, 1/8" DIA 6x7 GALVANIZED & TINNED O AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE> P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP CHORDS 12GA MIN SAFETY WIRE ATTACHED © ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS E a)a \V a) CTes -Y m C cm o c t�1 2_ o co cci co to Lvi .0)•►:. a) o u) L G "17.: )0 c Ts C �Y U U U) 2 V MEP HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mali Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 Al Revision 1 12 May 2017 A Revision 2 16 June 2017 A Revision 3 7 November 2017 REVIEWE CODE COM #y. II INIIMM ENl IMMENggqlMWqqNlqqqqNiIIIMEMMUNINMuqquMINE MNgNN HISEI lllq M ' R NIMIIM MINIM ggNflqqllNfllqN flggqqlllllow gillgluNqul INIM fNINI MI NllllllggiilNlquqqMlqulqqqfltlNqqlMltlqliqtlqlllll EI MgflglNq IEMINglflllNIIIIlgIINIIqNqqqNIMMIlqqltlq�MIIIINlqiU Nliii lli111111111111NgMgNI �f,� . � 1111 Ilf�l� _� UNISTRUT P1546 FITTING (TYP) CEILING SPEAKER PER ARCH END VIEW I 1:11 h CEILING TILE & GRID, PER ARCH. (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS 5/16" DIA. EYEBOLT IN CENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET DEC 0 8 FOR LIA\ CE ED 017 City of Tukwila BUILDING DIVIS•I crry OF TUKWILA UV 17 217 PERMIT CENTER 2 I3 I4 15 6 17 8 Ig 1 10 2 CEILING SUSPENDED SPEAKER - LEFT TO RIGHT STRUCTURE S0.3 N.T.S. 113 114 115 116 117 1 18 1 19 1 20 121 D. PA7- Drawn By Checked By NOV 072017 TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) ___ . _ .. _ _ _._ . _.._ . __ _.. ___. _ r---\ f--\ 1-----\ r---\ 1---\ i---\ /-----1 /-1, r---\ 1---\ /----N /-1 /-----1 /----1 \---1 i fi \ \\__/ , / EXISTING ROOF/FLOOR STRUCTURE ABOVE INC - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS 4 gl0ltlgglqqqqqqqWqqfqqfq�qlllqNlgqlq!' NglggUtllqqqlqllqlqllqiiiqqlqqqllqqi8qlqilqqqqiqq(llggglq�Iq81qi0qqlqiq�IIdIIIIONIqIqqWqqlqiqqtlUqHqlqqlqlqlPqlpgll 111111111MOOMIIMIMMINIMMINERII \ :: / 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT © UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. CEILING SPEAKER PER ARCH SIDE VIEW O MEV P5000 UNISTRUT SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS 4 ;z fl � fl uMuu I tl1 qfl 11 uql I Nq u gMufl q l 11 loop INN fl I III L M I tl q ql II I' I I' tlq qN i I IN MM NggqqN I gUfl i l qIM qI ququNggqtl Nu flggflU(qqqtlquqM NlgNququ I IgNII! MggNql I11IIM I I HIIIggMNpIflNNlflCqq glNgtlli qMq I q IIIMM I ql IVUNI dflugNgqNl{miq I I 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS CEILING TILE & GRID PER ARCH (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH / MEP P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP CHORDS 1 0.3 CEILING SUSPENDED SPEAKER - FRONT TO BACK STRUCTURE N.T.S. D C B A 1 MIN (3) FULL WRAPS (TYP) 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS UNISTRUT P2786 CLAMP EACH SIDE (TYP) (2) EA P5000 UNISTRUTS SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS r t•1 u EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P1000 BOLTED TO LOWER UNITSTRUTS w/ 1/2" DIA BOLTS w/ WASHERS & DOUBLE NUTS i - (2) EA 1/2" DIA A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS \2:1--/ cn 4 I [Mil qlqlHNUtllgl)IMgqlNqqMMqq�NquluMul�IpNqqMuql�flMNIqMMMNYuqNMglMqU MgggNqqq ggqqqflI NNgq ■ NOTE: 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT @ UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. UNISTRUT P1546 FITTING (TYP) CEILING SPEAKER PER ARCH SIDE VIEW 0 (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2)1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH / MEP III}IMINgIIaNGhio�qql CEILING TILE & GRID, PER ARCH. ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT PENETRATE JOIST CHORD OR DECK r-1 F-1 r—\ EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P1000 BOLTED TO LOWER UNITSTRUTS w/ 1/2" DIA BOLTS w/ WASHERS & DOUBLE NUTS - (2) EA 1/2" DIAA36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2" DIA NUTS, JAM NUTS AND WASHERS INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES & 1/2" DIA JAM NUTS Iullgglli INEMlltNlll • (2) EA P5000 UNISTRUTS SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS ATTACHED TO EYEBOLT, 1/8" DIA 6x7 GALVANIZED & TINNED O AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE> P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP CHORDS 12GA MIN SAFETY WIRE ATTACHED © ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS E a)a \V a) CTes -Y m C cm o c t�1 2_ o co cci co to Lvi .0)•►:. a) o u) L G "17.: )0 c Ts C �Y U U U) 2 V MEP HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mali Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 Al Revision 1 12 May 2017 A Revision 2 16 June 2017 A Revision 3 7 November 2017 REVIEWE CODE COM #y. II INIIMM ENl IMMENggqlMWqqNlqqqqNiIIIMEMMUNINMuqquMINE MNgNN HISEI lllq M ' R NIMIIM MINIM ggNflqqllNfllqN flggqqlllllow gillgluNqul INIM fNINI MI NllllllggiilNlquqqMlqulqqqfltlNqqlMltlqliqtlqlllll EI MgflglNq IEMINglflllNIIIIlgIINIIqNqqqNIMMIlqqltlq�MIIIINlqiU Nliii lli111111111111NgMgNI �f,� . � 1111 Ilf�l� _� UNISTRUT P1546 FITTING (TYP) CEILING SPEAKER PER ARCH END VIEW I 1:11 h CEILING TILE & GRID, PER ARCH. (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2) 1/4" DIA BOLTS W/ WASHERS AND DOUBLE NUTS 5/16" DIA. EYEBOLT IN CENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET DEC 0 8 FOR LIA\ CE ED 017 City of Tukwila BUILDING DIVIS•I crry OF TUKWILA UV 17 217 PERMIT CENTER 2 I3 I4 15 6 17 8 Ig 1 10 2 CEILING SUSPENDED SPEAKER - LEFT TO RIGHT STRUCTURE S0.3 N.T.S. 113 114 115 116 117 1 18 1 19 1 20 121 D. PA7- Drawn By Checked By NOV 072017 TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 10 11 12 i 13 I 14 i 15 16 i 17 18 I 19 i 20 21 22 23 24 ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT PENETRATE JOIST CHORD OR DECK MIN (3) FULL WRAPS (TYP) UNISTRUT P2786 CLAMP EACH SIDE (TYP) EXISTING ROOF STRUCTURE ABOVE CONTRACTOR SHALL NOTIFY E.O.R. IMMEDIATELY IF JOISTS SPACED MORE THAN 9'-0" APART EXISTING ROOF STRUCTURE ABOVE CONTRACTOR SHALL NOTIFY E.O.R. IMMEDIATELY IF JOISTS SPACED MORE THAN 9'-O" APART P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP // CHORDS P6062 CHANNEL NUT (2) EA P5000 UNISTRUTS SPANNING BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS cal cu C) a) NNIIIIINNItimNmmiN IIII INImm IIIMMIll1NmI IMMINNNINNNNNmNmINeIMMENNNNNMNN EMNNNNNINII IU MMI NtNII OMMN INNI II - ATTACHED TO M10 EYEBOLTS, (4) EA 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLES PER CABLE MANUFACTURERS RECOMMENDATIONS (4) EA M10 EYEBOLTS FULLY ENGAGED IN CABINET INSERT INFAMMENEWIMMINEMEINUMMININWHIMEMONSIONIENNI 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (8 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS (2) EA P5000 UNISTRUT SPANNING BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS (2) P9000 TELESTRUT @ FRONT & BACK OF SPEAKER IkVIIINl ROM NNW NkNINmtllmlmmNmNlk CEILING TILE & GRID, PER ARCH. RE: 3/DCS0.3 FOR MIN ATTACHMENT REQUIREMENTS Qk]�I(ml(mjlyl;IlmlliillN�llPiljllllLmf'1I91H1>JIINO>111lhmlll` i�( CEILING TILE & GRID, PER ARCH. RE: 6/DCS0.1 FOR MIN ATTACHMENT REQUIREMENTS gINNINtwoImNNmIItUNNImtktllklmNNN 1181 1 m1 u r � f � .t I I . h I II I If,�. I. �i f f l i if 1 I Ii l l � i I I l,i , II l I tl I � 1 i t. I .hili, I u � I i L. IIJOI.. � J IllLILI.111,1�1 .I.IVI�IVIHII I I I ,IIIA, .II, a L�i'1�110 �.,�,1N ll1V JUI I Il>)J � Ill 1 � kV lU L `ILll I.a i;vagina 'IIthiorgiii IV ATTACHED TO M10 EYEBOLTS, (4) EA 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLES PER CABLE MANUFACTURER'S RECOMMENDATIONS P9000 TELESTRUT BEYOND MEP moomemonsonammannommummunsommummunow I I I I 7, NtmmlNk 9mNIpmNNINIJNNNIINNNIkmNNNN1mN IkNIIIUmINkNlmllkNlkm4glklm104NkkmmllmNlmmmINNNINNNIINIIkNNmNNNfNImkNNNN18NNmmNINNN1NNmkIIINm INNHININIINII N I ( � - 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (8 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS CUSTOM RED LED "HALO" LIGHTING TO BE INSTALLED ON TOP OF NEW AND/OR EXISTING SUBWOOFER SPEAKERS (4) EA M10 EYEBOLTS FULLY ENGAGED IN CABINET INSERT SUBWOOFER w/ (4) EA M10 THREADED INSERTS PER ARCH FRONT VIEW (2) P1026 UNISTRUT FITTINGS w/ 1/2" DIA BOLTS, WASHER PLATES, & HEX HEAD NUTS (TYP) BOLT DIRECTLY TO SPEAKER CABINET NOTES: 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THESE SPEAKER SUPPORT DETAILS ARE FOR NEW OR RELOCATED EXISTING SPEAKERS. 3. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 210 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 4. REFER TO DETAIL 2/S0.4 TO ATTACH UNISTRUT TO UNEVEN EXISTING BEAMS. CEILING SUSPENDED SUBWOOFER SECTIONS SUBWOOFER w/ (4) EA M10 THREADED INSERTS PER ARCH HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com SIDE VIEW EXISTING ROOF EXISTING JOIST (TYP) STRUCTURE ABOVE EXISTING JOIST (TYP) P5000 UNISTRUT SPANNING BAN JOISTS 3'-0" CANTILEVER MAX TELESTRUT P9000 UNISTRUT P1326 FITTING LLH w/ (1) 1/2" DIA x 15/16 HEX HEAD BOLTS & CHANNEL NUTS @ EA SIDE OF EA JOIST INSTALL FITTING TIGHT TO JOIST. ALTERNATIVELY PROVIDE 3/8" DIA MIN BOLT w/ NUT & WASHER THRU JOIST TOP CHORD ANGLES. DO NOT PENETRATE JOIST CHORD 1 +/-2'-13/8" Trl NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT &EOR IMMEDIATELY OF ANY DISCREPENCIES. 2. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EQUIPMENT w/ ARCH/ MEP PRIOR TO INSTALLATION. 3. THE UNIT WT FOR THIS DETAIL IS SHOWN BELOW. IF THE EQUIPMENT RECIEVED EXCEEDS THE WEIGHT SHOWN THE INSTALLER & GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. 4. ANCHORAGE DESIGN INCLUDES A 2.5 OVERSTRENGTH FACTOR. 5. HILTI HUS -EZ ANCHORS MUST HAVE 4" MIN SPACING BETWEEN ANCHORS. 6. SEISMIC ANCHORAGE MUST BE SPECIAL INSPECTED. EXISTING SLAB -ON -DECK n MEZZ FLOOR. EXISTING SLAB -ON -DECK MEZZ FLOOR. UNISTRUT P2346 FITTING w/ 1/2" DIA x 15/16" HEX HEAD BOLTS & CHANNEL P5000 UNISTRUT PER CEILING NUTS BOLTSN UNISTRUT TE & (TRUT DIA SPEAKER DETAILS (RE SHEET S0.3) THRU IN TELESTRUT CONNECTION AT CONTRACTORS OPTION 1/2" DIAA36 THREADED ROD w/ MIN PL1/4x2"x2" WASHERS @ EA SIDE OF EA UNISTRUT IN LIEU OF TELESTRUT & FITTING CONNECTION r +/- 2' - 7" +/-2'-0" NOTES: 1. REFER TO OTHER SPEAKER ATTACHMENT DETAILS FOR MORE INFORMATION. AUDIO/ LASER RACK PER MEP (MAX WT 670 LBS) (2) 3/8" DIA HILTI HUS - EZ SCREW ANCHOR ESR3027 w/ 1 5/8" MIN EMBEDMENT @ EA CORNER MIN V z N v N 0 M TRANSFORMER (MAX WT 920 LBS) REVIEWED FOR CODE COMPLIANCE APPROVED vz E N U as a) ai Cv) o c i".1) 2 co L Co U• 00 N 'd' (D Co a T Cg 0) • 0 U) U C C -- Y V • o c • a < Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ARevision 1 ARevision 2 ARevision 3 ISSUED FOR: 13 January 2017 12 May 2017 16 June 2017 7 November 2017 DEC 0 8 201 (2) 3/8" DIA HILTI HUS - EZ SCREW ANCHOR ESR3027 w/ 1 5/8" MIN EMBEDMENT @ EA CORNER MIN z ;City of Tukw la '641 DIVI $ION 2. IF SPEAKER CAN BE HUNG FROM TOP UNISTRUT, DO SO & ELIMINATE LOWER UNISTRUT & ATTACHMENTS. ATTACH SPEAKER TO HIGH UNISTRUT WHERE POSSIBLE. 3. ALL UNISTRUT MUST BE POSITIVELY ATTACHED TO A MIN OF (2) ROOF FRAMING MEMBERS. 4. THE MAX SPEAKER WT FOR THIS DETAIL IS 210LB. S .�� 43080 REFER TO SPEAKER SUPPORT DETAILS FOR ADDITIONAL INFORMATION. 2'-2" MIN (TYP) FRONT VIEW SEISMAC BRACKET PER RACK MANUFACTURER (TYP) SIDE VIEW ALTERNATE CEILING ATTACHMENTS @ EXISTING INTERFERENCE 2 \ UNISTRUT ALTERNATE ATTACHMENT DETAIL FRONT VIEW SEISMIC ANCHORAGE FOR MECHANICAL RACKS so.4 / N.T.S. 1'-8" MIN RECEIVED crry OF TUI{1VILA (TYP) JV 2517 SIDE VIEIRMIT CENTER 12 I3 14 I5 6 I7 I8 I9 110 12 13 14 115 116 1 17 1 18 19 20 Drawn By Checked By NOV 077017 TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 (P16273) © Copyright 2017 1 2 3 4 6 7 8 9 10 1 12 113 14 1 15 16 117 X18 I19 I20 21 22 23 24 R Q P N M L K J H G F E >, ti D >1 "0 -.0 (0 C C U 0 N- N (0 B 0 a) E a) CU A LAYERS & THICKNESS OF GYPSUM BOARD WILL VARY LEAVE NO GAP BETWEEN HILT OF EYE BOLT & FACE OF FINISHED WALL (ACOUSTICAL PANEL, FABRIC, PAINTED SURFACE, ET SAFETY CABLES (MIN. BREAKING STRENGTH OF 550 LBS) ATTACHED TO SPEAKER AND EYE BOLTS A SLS AUDIO DH -SLS -RW SIDEWALL SPEAKERS w/ CUSTOM RED LED LIGHTS ACCENTING EACH WOOFER SPEAKER MOUNTING BRACKET CENTERED ON MOUNTING BLOCK (SHAPE AND WEIGHT WILL VARY) SEE MEP /ARCH DWGS SEE INSTALL NOTE 5, MIN 4 LAYERS OF 5/8" AC GROUP 1 PLYWOOD. SEAL ALL EDGES w/ ACOUSTICAL SEALANT FABRIC WRAPPED ACOUSTICAL WALL PANEL SYSTEM PER ARCH 0 L EXISTING METAL STUD @ 16" O.C. (F.V.) CONTRACTOR SHALL VERIFY MIN STUD SIZES ARE MET PER NOTE 6. 5/8" AC GROUP 1 PLYWOOD BLOCKING w/ FACE GRAIN ORIENTED HORIZONTALLY. LAYERS GLUED AND NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS (MIN 4 LAYERS). ATTACH TO STUDS w/ #10 TEK SCREWS. FRT PLYWOOD BLOCKING SHALL NOT BE USED FOR SPEAKER/ \ ATT HME TS. 1/4" DIAMETER ZINC COATED EYEBOLT A LAG SCREW, ATTACH THROUGH 2 PIECES OF PLYWOOD. PROVIDE WASHER AND PLYWOOD JAM NUT AGAINST FACE OF PLYWOOD, BLOCKING, PAINT EYE HEADS BLACK DO NOT INSTALL AS ONE PIECE 1/4" DIAMETER x 3" MIN ZINC COATED LAG A SCREWS (SEE NOTE 8), QUANTITY TO MATCH WALL BRACKET (MINIMUM OF 6 SCREWS REQUIRED). ATTACH THROUGH ALL LAYERS OF PLYWOOD. DRILL 1/2" HOLE FOR SPEAKER WIRE PER ARCH / MEP DWGS 24"X24" AC GROUP 1 PLYWOOD BLOCKING LAYERS GLUED AND NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS (2 MIN LAYERS), GLUE AND ATTACH THROUGH PLYWOOD WALL SHEATHING w/ MINIMUM (12) #12 EET ETAL CRE S. INSTALL (1) LAYER 15 LB FELT PAPER OF SELF ADHESIVE PEEL -AND -STICK TAR PAPER APPLIED TO THE FACE OF EXISTING METAL STUDS PRIOR TO THE INSTALLATION OF FRT PLYWOOD A A SPEAKER MOUNT A EXISTING STUD WALL SECTION 2' - 8" (FIELD VERIFY) 0 M 1/4" DIAMETER x 3" MIN ZINC COATED LAG SCREWS (SEE NOTE 8), QUANTITY TO MATCH WALL BRACKET (MINIMUM OF 6 SCREWS REQUIRED). ATTACH THROUGH ALL LAYERS OF PLYWOOD/ I I EXISTING METAL STUDS @ 16" O.C. (F.V.) SEE NOTE 6 EYE BOLT FOR SAFETY CABLE PLYWOOD WIDTH TO MATCH O.C. STUD SPACING REMOVE EXISTING LAYERS OF 5/8" GYPSUM BOARD & REPLACE w/ 2 SEPARATE PIECES OF 5/8" AC GROUP 1 BUILT UP PLYWOOD BLOCKING LAYERS GLUED AND NAILED TOGETHER w/ FACE GRAIN ORIENTED HORIZONTALLY. ATTACH TO ALL STUDS w/ #10 TEK SCREWS SPACED 4" O.C. MAX, A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY OF WALL STUDS IN INSTALLED POSITION SPEAKER MOUNTING BRACKET CENTERED ON BLOCKING INSTALL (1) LAYER 15 LB FELT PAPER OR SELF ADHESIVE PEEL -AND -STICK TAR PAPER APPLIED TO THE FACE OF EXISTING METAL STUDS PRIOR TO THE INSTALLATION OF FRT PLYWOOD (TYP) 24"x24" AC GROUP 1 PLYWOOD BLOCKING, LAYERS GLUED & NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS, GLUE & ATTACH THROUGH PLYWOOD WALL SHEATHING w/ MINIMUM (12) #12 SHEET METAL SCREWS. MOUNTING BRACKET A STUD WALL ELEVATION NOTES: A 1. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 100 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 2. THE SPEAKER BRACKET USED FOR THIS DETAIL TO EXTEND NO FURTHER THAN 12" FROM THE FACE OF BLOCKING. IF THE BRACKET RECEIVED REQUIRES EXTENSION EXCEEDING THIS DIMENSION, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. CONTRACTOR TO VERIFY IF EXISTING WALL FRAMING IS METAL STUDS (IE. SPLAY WALLS BUILT WITH HAT CHANNELS), IF NOT CONTACT ARCHITECT FOR NEW DETAIL. 4. MOUNTING BRACKET MAY VARY PROJECT -TO -PROJECT, THE GRAPHIC REPRESENTATION I TP JEC 'EC REMOVE EXISTING GYPSUM BOARD (ALL LAYERS) FROM STUD WALL @ LOCATION OF BLOCKING. SEAL ALL BLOCKING EDGES WITH ACOUSTICAL SEALANT. 3 6. HEN ISTI STU ' r ALL - IGH 23'-' OR L S CO " RAC • ' SH ' L FIE ' VERIFY THAT MIN 400S162-33 METAL STUDS EXIST. WHEN EXISTING STUD WALL HEIGHT EXCEEDS 23'-0" UP TO 31'-0", CONTRACTOR SHALL FIELD VERIFY THAT MIN 4005162-54 OR 600S162-43 METAL STUDS EXIST. FOR STUD WALL HEIGHTS EXCEEDING 31'-0" UP TO 37'-0" CONTRACTOR SHALL VERIFY THAT MIN 6005162-43 METAL STUDS EXIST. WHEN STUD WALL HT EXCEEDS 37'-0" UP TO 43'-6" CONTRACTOR SHALL FIELD VERIFY THAT MIN 6005162-54 METAL STUDS EXIST. IF HAT SECTIONS OR ANYTHING OTHER THAN THE MINIMUM SPECIFIED STUDS EXIST, CONTRACTOR SHALL CONTACT THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. 7. ALL PLYWOOD BLOCKING AT SPEAKER LOCATIONS SHALL BE AC GROUP 1, FRT PLYWOOD. 8. IN ACCORDANCE w/ 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. 0 0 A PER ARCH (3'-0" MAX) NEW OR SALVAGED STEEL TUBE BARRIER RAIL UPRIGHT HSS 1.660 x 0.140 MIN © 4'-0" O.C. MAX. BARRIER RAIL FINISH PER ARCH PL1/4" STEEL BASE PLATE (6) EA 3" COUNTERSUNK #14 SHEET METAL SCREWS (FULL THREAD) SECTION STEEL TUBE RAIL UPRIGHT, (TYP) 3" 1.4 4 1/2" 3/4" \3/4" 6" 1 CENTERED VERSION STEEL TUBE RAIL UPRIGHT RAIL ESCUTHEON PLATE OVER CARPET PER ARCH PL1/4" STEEL BASEPLATE SECURED TO PLYWOOD BELOW n1"" 2Ii► °°i �►iTiy��ir tedictamu:w DETAIL A -A TYP 3/4" 3/4" OFFSET VERSION 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. 2 1 FLOOR BARRIER ATTACHMENT @ NEW FLOOR S0.5 / N.T.S. SCHEDULE OF SPECIAL INSPECTION SERVICES v CONTINUOUS >t REMARK .. CONCRETE PLACING OF CONCRETE & REINFORCING „ X IN ACCORDANCE w/ ACI 318: CONCRETE DESIGN MIX 1:4 –+— X CON* TABLE 1705.3 CAST -IN-PLACE ANCHORS — N/A y- ' TABLE 1705.3 POST INSTALLED ANCHORS moi', N I I X N — ce z 0 co 2 1..,, t i"*.4 1/2" "I / 3/4" 3/4" OFFSET VERSION 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. 2 1 FLOOR BARRIER ATTACHMENT @ NEW FLOOR S0.5 / N.T.S. SCHEDULE OF SPECIAL INSPECTION SERVICES MATERIAL OR ACTIVITY CONTINUOUS PERIODIC REMARK IBC 2015 CONCRETE PLACING OF CONCRETE & REINFORCING X IN ACCORDANCE w/ ACI 318: CONCRETE DESIGN MIX X TABLE 1705.3 CAST -IN-PLACE ANCHORS N/A IN ACCORDANCE w/ ACI 318:17.8.2 & MANUFACTURER ICC -ES REPORT TABLE 1705.3 POST INSTALLED ANCHORS - - IN ACCORDANCE w/ ACI 318: 17.8.2 & MANUFACTURER ICC -ES REPORT a) MECHANICAL X ce z 0 co 2 POST INSTALLED ANCHORS - - IN ACCORDANCE w/ ACI 318 & MANUFACTURER ICC -ES REPORT a) MECHANICAL N/A b) ADHESIVE N/A STEEL INSPECTION OF FABRICATORS X QUALITY CONTROL IN PLANT REVIEW UNLESS APPROVED IN ACCORDANCE WITH IBC CHAPTER 17 1704.2.5 MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS - N/A PRETENSIONED JOINTS AND SLIP CRITICAL JOINTS IN ACCORDANCE WITH AISC 360 TABLE N.56-1 a) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS b) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED INSPECTION OF HIGH STRENGTH BOLTING - - FIELD INSPECTION 1705.2.1 a) BEARING TYPE CONNECTIONS N/A SNUG TIGHT JOINTS IN COMPLIANCE WITH AISC 360 TABLE N5.6-3 MATERIAL VERIFICATION OF STRUCTURAL STEEL - - 1705.2.1 a) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS N/A FIELD INSPECTION b) MANUFACTURER'S CERTIFIED MILL TEST REPORTS N/A MATERIAL VERIFICATION OF WELD FILLER MATERIALS - - REQUIRED AT EACH SUBMITTAL a) IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS N/A b) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED N/A INSPECTION OF STRUCTURAL STEEL WELDING _ - SHOP AND FIELD WELDING IN COMPLIANCE WITH AISC 360 TABLES N5.4-1, N5.4-2, N5.4-3 1705.2.1 INSPECTION OF STEEL FRAME FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS 1705.2.1 a) MEMBER SIZES AND LOCATIONS N/A b) APPLICATION OF JOINT DETAILS AT EACH CONNECTION N/A I^ OPEN WEB STEEL JOISTS N/A 1770055..22 COLD -FORMED STEEL MATERIAL VERIFICATION OF COLD -FORMED STEEL IN ACCORDANCE w/ AISI S240 QA/QC a) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X • b) MANUFACTURER'S CERTIFIED TEST REPORTS X BUI c) VERIFY COMPLIANCE OF MECHANICAL FASTENERS X INSTALLATION OF COLD -FORMED STEEL LIGHT GAGE FRAMING CONSTRUCTION X IN ACCORDANCE w/ AISI S240 QA/QC RE SEISMIC DESIGN CATEGORIES D -F SEISMIC FORCE RESISTING SYSTEM X THE SEISMIC FORCE RESISTING SYSTEM CONSISTS OF ALLC DIAGONAL LIGHT GAGE BRACING MEMBERS BETWEEN THE NEW PLATFORM FRAMING AND THE EXISTING STRUCTURE CATEGORY D -F a) TESTING AND QUALIFICATION X 1705.1.13 +j b) CONNECTIONS X THIS INCLUDES SCREW CONNECTIONS AT EACH END OF BRACES AND ALL STEEL SCREWS/ANCHORS WITHIN 12" OF THE BOTTOM OF A BRACING MEMBER PERM ANCHORAGE OF MECHANICAL OR ARCHITECTURAL EQUIPMENT X FOR POST INSTALLED CONNECTIONS TO CONCRETE, INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 1705.12.6 1705.12.7 EVIEWED �E COMPL APPROVE DEC 0 8 2E1 MEP LL, z a z HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 Phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (413) 831.1262, F: (913) 831-0148 www.pmoengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 Revision 1 12 May 2017 Revision 2 16 June 2017 Revision 3 7 November 2017 ity of Tukw DING DIV CEIVED F TUKWIL 1�72U17 T CENTER 1 12 (so.s N.T.S. I4 1 WALL SPEAKER SECTIONS 15 16 17 8 Ig 110 1 13 SPECIAL INSPECTION TABLE 14 115 116 117 118 1 19 1 20 121 2 1p111i.. •.• X110 Drawn By Checked By TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K J H G F E c> D O >I CO C O -c r O (I) Cr) N O a. B _ O N EY E N A 1 2 13 4 1 5 6 17 18 I9 10 12 r 13 i 14 1 15 1 16 1 17 1 18 119 120 21 22 23 24 2 S4.3 30' - 0" (F.V.) 30' - 0" (F.V.) COORD w/ ARCH NEW RAMP PER ARCH COOD w/ ARCH EXISTING NEW HANDRAIL & ATTACHMENTS PER , TYPICAL DETAILS 111111111111111111111111111111111 11111 EXISTING 1 COORD w/ ARCH FLOOR MOUNTED 1 TYPICAL DETAILS (TYP) NEW SCREEN FRAME AND SUPPORTS SEE DETAIL 8/S0.2 FOR HEADER & JAMBS FOR NEW PROJECTION PORT Eva NS OM Etn gra CI 0 NEW RISER PLATFORM FRAMING LIGHT GAGE WALL (TYP) COORD w/ ARCH • riN EXISTING PROVIDE SEISMIC „ ANCHORING OF EQUIPMENT PER TYPICAL DETAILS 1. NEW TRANSFORMER PER ARCH/MEP w/ ARCH 2" Nir EXISTING • COOIRD w/ ARCH NEW HANDRAIL & ATTACHMENTS PER TYPICAL DETAILS (TYP) NEW RAMP PER ARCH LEGEND: PLAN NOTES: NEW LIGHT GAGE STUD FRAMING OR HAT CHANNELS PER DETAILS. STUD ROWS © 2'-6" MAX U.N.O. PLAN REFERENCE NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. COORDINATE EXACT RISER DIMENSIONS AND ELEVATIONS w/ ARCH DRAWINGS. 2. PORTION OF EXISTING AUDITORIUM WALL TO BE REMOVED PER ARCH. PROVIDE NEW LIGHT GAGE BOX BEAM HEADER & JAMBS PER 8/S0.2. NEW OPENING VVIDTH SHALL BE 4'-0" MAX NEW CONCRETE PER DETAILS NEW NON -LOAD BEARING WALL PER 10/S0.2 EXISTING RISER @ NEW RISER FRAMING CONSTRUCTION 14.9 15.5 10' - 7 518" (F.V.) 16.5 16.8 REVIEVVED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA WI I 7 2.017 PERMIT CENTER RISER FRAMING PLAN ic ccs Construction 0 kat Att 00 as so 61) cn as as 11205 West 79th Street Lenexa, Kansas 66214 (913)362.9090 phone Structural PM A I Engineering 6 71 7 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 Drawn By Checked By BEY AMCM RISER FRAMING PLAN Project NumberDCAP.2016.486 0 Copyright 2017 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 120 21 122 23 24 R Q P N M L K J H G F E Ii O co u: 0 co 30' - 0" (F.V.) 58'-0" TO NEXT GIRDER (F.V.) Ln EXISTING 30" BEAM F.V. ANGLE FRAME @ EXHAUST FAN PER 4/S2.1 EXHAUST FAN PER ARCH/MEP (MAX WT = 130LBS) EXISTING 30" BEAM (F.V.) RTU -1 w/ ECONOMIZER PER MEP. 2323 LBS MAX COORDINATE LOCATION w/ EXIST CONDITIONS, RTU MUST BE FULLY SUPPORTED BY STEEL BEAMS u_ c Co EXISTING GIRDER F.V) > u: 0 Co l +---- EXISTING 30" BEAM (F.V.) ANGLE FRAME @ RTU CURB & DECK PENETRATIONS PER 4/S2.1 I EXISTING 30" BEAM (F.V.) EXISTING JOIST (F.V.) -�� — PLAN NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT AND E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. CONTRACTOR SHALL VERIFY RTU CURB IS RESTING ON 30" WIDE FLANGE BEAMS. 3. REFER TO MEP DRAWINGS FOR AUTOMATIC SMOKE SHUT OFF DETAILS. 1 PARTIAL ROOF FRAMING PLAN S2.1 1/4" = EXISTING JOIST (F.V.) 19' - 0 5/8" (F.V.) 15.5 15' - 2 3/8" (F.V.) 10' - 7 5/8" (F.V.) -1 16.5 13' - 4 3/8" (F.V.) 1 12 I3 14 I5 16 17 I8 Ig 110 12 16.8 0 NEW BRACES TOP CHORD PANEL POINT 0 O TYP TOP CHORD WIDTH NOTES: 2 Q BOTTOM CHORD 000 PANEL POINT NEW BRACES MP - \._BOT CHORD WIDTH 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 TH EJOIST CHORD WIDTH AS SHOWN. 3/16 ANGLE CROSS PIECE COPE HORIZ LEG 3/16 2 JOIST REINFORCING DETAIL s2.1 N.T.S. CROSS PIECE ANGLE ATTACHMENT DETAIL N.T.S. L3x3x1/4 CROSS PIECE AT DECK EDGE 0 UZ ill 0_ 00 ROOF OPENING OVER 8" L3x3x1/4 CROSS PIECE 4 -SIDES DECK OPNG NOTES: 1. RTU LOCATION AND ROOF DECK OPENING SIZE PER MEP DRAWINGS. 2. ALL ROOF DECK EDGES SHALL BE SUPPORTED BY A JOIST OR AN ANGLE FRAME. 3. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS WITH WELDS OR SCREWS @ 6" O.C. 4. RTU UNIT AND CURB ATTACHMENT HAVE BEEN DESIGNED FOR WIND AND SEISMIC FORCES PER THE BUILDING CODE. IF AN ALTERNATE ATTACHMENT METHOD IS USED THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR THE NEW ATTACHMENT. CURB BY OTHERS AT EDGE OF RTU L4x4x1/4 CROSS PIECE BELOW RTU CURB (TYP) CUT DECK ALONG BEAM WITHOUT DAMAGING BEAM ATTACH DECK TO BEAM w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING MECH CONTRACTOR SHALL PROVIDE SHIMS IN DECK FLUTES HSS1 1/2x1 1/2x 3/16 DECK BOLSTER IN RAISED FLUTE OF DECK CUT DECK AS REQ'D ATTACH DECK TO ANGLE OR BOLSTER w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING " MECH UNIT ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) ROOF BEAM 1/81K 2-12 MECH UNIT ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) L4x4x1/4 CROSS PIECE BEYOND PER 3/S2.1 ROOF BEAM SECTION B • 3/16 L4x4x1/4 CROSS PIECE BEYOND PER 3/S2.1 CEA END TYP MECH UNIT ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE MECH CONTRACTOR SHALL PROVIDE SHIMS IN DECK FLUTES CUT DECK ALONG BEAM WITHOUT DAMAGING BEAM ATTACH DECK TO BEAM w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING 13 114 115 116 L3X3X1/4 CROSS PIECE AT DECK EDGE PER 3/S2.1 SECTION A ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) ROOF BEAM SECTION D CUT DECK AS REQ'D ATTACH DECK TO ANGLE OR BOLSTER w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING HSS1 1/2x1 1/2x 3/16 DECK BOLSTER IN RAISED FLUTE OF DECK / 4 ROOF TOP UNIT FRAMING DETAIL N.T.S. 117 1 18 1 19 L4X4X1/4 CROSS PIECE PER 3/S2.1 MECH UNIT ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) L4X4X1/4 CROSS PIECE PER 3/S2.1 SECTION C CUT DECK AS REQ'D FOR OPENING ATTACH DECK TO ANGLES w/ WELDS OR SCREWS @ 6" O.C. 1 20 L3X3X1/4 CROSS PIECE 3/S2.1 L3X3X1/4 CROSS PIECE BEYOND PER 3/S2.1 ROOF BEAM SECTION E 121 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JV 17 nv PERMIT CENTER 0 cn E N U CZ w as Ts2 c Cn 0 ry0 W — co Co 0 8 N 0 0 0) ,, U c rsn a as --Y m 0 U N as Q r• Construction MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com w w z z Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By Checked By BEY AMCM PARTIAL ROOF FRAMING PLAN & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K J 2 I3 4 5 6 I7 I9 10 / / / • ',IIITI,Nhy I El ill If o t /,�r{ IIs r alit., ■ ►\\II' 1 -%c, O ill II Ija r �II ■ill[ n . e, W . ■ 'Ilk Ell / : iii27 k% mir At 62 r mi limA r i7"� r 1 1�Q Il ?;ri iliiii Zi � isit,ifiri„„ :in ►: I IC111 .1 will I ►GGF,1 li %%ilIl Zil ii1i,iiJ!o -r —:, �11 \\f l ti is t 1 FAR .El iyd iiilI;i IF iilkir., 1 -7 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. NEW SCREEN FRAME AND SUPPORTS EXISTING AUDITORIUM WALL EXISTING SLAB -ON -DECK AUDITORIUM FLOOR. 1 0 SHALLOW BUILDUP RISER PER 1/S0.2 A 12 113 114 15 116 117 118 119 120 121 22 EXISTING AUDITORIUM CEILING TO REMAIN PER ARCH LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB AND VERTICAL (TYP) (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP) ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP) SHALLOW BUILDUP RISER PER 1/S0.2 ° / ° TYP SHALLOW BUILDUP RISER PER 1/S0.2 0 0 a 0 a 0 EXISTING PROJECTION BOOTH WALL NEW HEADER AND JAMBS @ PROJECTION PORT PER 8/S02. A / , • /-77-777777 77.7777/77 / /' / / / / ' //// / / /i / i / / / / //i /// /' '/ / // i// /" / / /// /// / // /////// / / / /" / / J•// / /J, a / / / / // ////i // „//' / • ,//////// // // /, •/ / // / // ' / / j/ / //j • /J ,/. ////- // / / // / ' / / // / / // / ! %j/ / / /// // / //// / /i'`/ / / /! // • / ///! ! / / / // / // // / / /7/ ,/ ///// //// „,/ ,/ / ,/ / //// / / ///2, / / / / // / / / // /./ / // / / / / / � / / / / / / , //// / ,' ' //,/,/ / / //,/ / • / / / / // / ////////,/ ///////// / // /�/// / / � / / / /' /•/// / /SHOWN HATCHED (F.V.) ; // " / • ,%' % / //// �, / /i % / / , –�= EXISTING STRUCTURE./ / ! a °; ,/-/ / ,�/ / / ///// / '// /.�.n %// /7",:/c;'"--7/, -/ / • /' ' /! / / " / 7/ /;/ ////// / / / /' / / , / / /%/ ///// ///" / //J / / ; //i /1 /%///// ,/ ////' / / / / /'/ uww/a/n�sx'ivwm.�Yemv/� m/nYwu/wvemwbmiww(wv.0 .md, n/naM.l�rvm..ranaw / / •mv pztai-vtaWssaolanva�G av e6ro., n / CONTRACTOR SHALL FIELD VERIFY PRESENCE OF STEEL BEAM BELOW FLOOR @ LOCATION OF RAKER BEAM A /' . / / // ' //// i ,% / / / " // // // //////// /////// //////////////// / /// //,// / // /i,/ / /// / //// ` / / / 123 24 PROJECTION 16' - 11 1/2" ENTRY/LOBBY 111 0" SCREEN FLOOR -2' - 6" SECTION AT RISERS 1/4" = H G F E NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SHALLOW BUILDUP RISER PER 1/S02 EXISTING SLAB -ON -DECK AUDITORIUM FLOOR. A (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" 0.C. (TYP) ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP) SHALLOW BUILDUP RISER PER 1/S0.2 A LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB & VERTICAL (TYP) TYP EXISTING AUDITORIUM WALL A / 1 / / //,/ ///1 //, /`// / / / / // / / /'/ / / / / / / / / • / / / / / / ',/ / /;/ ////,//:/// //i/ / /! • / // % / / / / i/ /// / % /// / //,/, /1 , / ,'/// /7/ / // ,/ /// ' /' / i // / / / / ;/ / /// // / ///// ////,//,/// /://' j' /I/ /EXISTING STRUCTURE'/ i /7'///14/ /// '/ //SHOWN HATCHED (F.V•.), j / / ,//�/•i/// 7///././/././/:::://./://////:1/11"///'1, /• /////////////7/1///////////////. !// /// //// //// //,/,//// //////// / i •// //:///:://://::// / :////// / / / ////ii:////-' / //,//.:•;////'/////1///////21//7/;/// /'/;,z////// /` ///////////;//:///://;z:////,//'•/:/// CONTRACTOR SHALL FIELD VERIFY PRESENCE OF STEEL BEAM BELOW FLOOR @ LOCATION OF RAKER BEAM 2 SECTION AT STAIRS ..32.1 1/4" = 1'-0" 16 17 I8 I9 110 111 112 A PROJECTION 16'-111/2" ENTRY/LOBBY 0" SCREEN FLOOR -2'-6" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 / City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA IvUV 1 7 �.')s �17 PERMIT CENTER MEP HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMAI Engineering neerin J 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, P: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright m 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 A Revision 3 7 November 2017 Drawn By Checked By SECTIONS BEY AMCM roject Number:DCAP.2016.486 © Copyright 2017 (P16273) 12 i 13 14 1 15 16 1 17 1 18 19 20 21 22 23 24 ENTRY/LOBBY 0" t7.7 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. / EXISTING SLAB -ON -DECK AUDITORIUM FLOOR. CONTRACTOR MUST FIELD VERIFY, DOCUMENT & PROVIDE AS -BUILT CONDITIONS TO ARCHITECT & ENGINEER OF RECORD PRIOR TO CONSTRUCTION. / / //' / / f / NEW CONCRETE TOPPING ON EPS FOAM FILL BUILD-UP RAMP PER 1/S0.2 PROVIDE NEW LIGHT GAGE BOX BEAM HEADER & JAMBS PER 8/S0.2 SHALLOW BUILD-UP RISER PER 1/S0.2 (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP). ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP). NEW OPENING PER ARCH j NEW WALL INFILL / / COORD w/ ARCH 4'-0" MAX INFILL STUD WALL w/ MIN STUDS PER 10/S0.2. MATCH WALL WIDTH. EXISTING AUDITORIUM WALL / / mufti 11 may wa!IiiV1111111111■■■■■■■■■■■■■■■■■■■■■■■■■■��IIt�■■II 111111 ■�� .� /// ///wrl� / /j ! / /// // j % // // //' / / / f !/ / �,/i///////,/ f / / j / / / // /% .:...��..�'ss�.,,u� / ,�,�.��.d„o...lw-.,�,,,.�,,�.v,.�..�,�,.,,,....,•..a�,,..l..�„-,f �.,-.k�.a,� �,E»�„"�.:..,,«�m,.w.,w--�.,...-,.®.s,.,�,,.n,��...na:�.L.�.,,�� �,.>.y:�,,.;.�� ,.�.,�.�,�,�,.V �..-.m,�. / f� / / ;/;!/// j//j /`i` i�� /` ''� ' j / / ii /' ` / / , j,/f i• /• • 1 , SECTION AT RAMP S3.2 / 3/4" = 1,-0" 2 'I NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENTRY/LOBBY 0" 3 ! if / 4 EXISTING AUDITORIUM SLAB -ON -DECK FLOOR. CONTRACTOR MUST FIELD VERIFY, DOCUMENT & PROVIDE AS -BUILT CONDITIONS TO ARCHITECT & ENGINEER OF RECORD PRIOR TO CONSTRUCTION. DO NOT DAMAGE EXISTING HEADER INFILL STUD WALL w/ MIN STUDS PER 10/S0.2. MATCH WALL WIDTH. NEW WALL INFILL COORD w/ ARCH SHALLOW BUILD-UP RISER PER 1/S0.2 NEW CONCRETE TOPPING ON EPS FOAM FILL BUILD-UP RAMP PER 1/S0.2 EXISTING AUDITORIUM WALL ,. /// / ///4/ /to/ 5 16 7 18 / / j /•r/ ' f ...� �.-5.,��wra�.�a.�am�..-.�..ae��.,�.a�,..��m.,.mm.�«.` ...�..�..,�.,� ,.>,t..�,�,,•c,,..�,F .,w—w� 9 1 10 SECTION AT RAMP ;• /'• %/ / ;///:///// /; f/ /, //''/! / / i //// / // ,/ / ,/ /'//"i`/` . ! 7 /�/ / / / // //. / //// ..„‘.....‘-6,!...4..,‘,.....4.....,.„‘' //// // /i' //////// / //'/ // /////. ///!// // f•f/ / �. /// i // // //. f / / !/ /// /// , i / S3.2 11 3/4" = 12 113 114 115 116 117 18 119 120 I21 I REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NiPti 1 7 2017 PERMIT CENTER (nE cZ a) U i C - W cv To C 0) o .c o u a x:w ` 0 CtS TA o O N U 00 N v — co co 14113 co coo c c`1. MEP z c7 z HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, P: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Mufti -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By Checked By BEY AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K J H G F E .I N- N D > C c U O M ti N CO Ti= • B 5 N c a) U A 1 2 3 4 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 NOTE: NOTES: 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S 2. SEE ARCH DETAILS FOR TRANSDUCER PLATFORM PLAN ALL PLYWOOD LAYERS & RECOMMENDATIONS. DETAILS. 4' - 0 1/2" (2) LAYERS OF 3/4" FIRE RETARDANT APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S 250S162-43 METAL STUDS @ 14" O.C.. MAX w/ 250T150-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED TO 3x3x16GA CONTINUOUS CLOSURE DECK w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" ANGLE AT PERIMETER OF W MIN EMBEDMENT @ 12" O.C.. STUDS SHALL BE SEATED PLYWOOD ON DECK ATTACH PER FULL DEPTH INTO TRACK & ATTACHED THROUGH TRACK CONNECTION DETAIL 3/S02 (TYP). FLANGES w/ #10 SELF -TAPPING SCREW EA FLANGE (TYP). VERTICAL LEG MUST COMPLETELY COVER Al A MIN OF (3) EXPOSED THREADS SHALL PROTRUDE ALL EDGES BEYOND INNER METAL PLY IN INSTALLED POSITION OF PLYWOOD DECKING ALL PLYWOOD RECOMMENDATIONS. LAYERS & T.O. RISER TREATED PLYWOOD ATTACHED TO STEEL FRAME w/ COUNTERSUNK P- of J ,� � FLOOR LIGHTING WELDED 1 1/2" SQUARE TRANSITION STRIP AT EDGE TUBE STEEL PLATFORM OF RECESS PER ARCH, FRAME TYPICAL SCREWS 8" O.C. (1) CONTINUOUS SHEET OF 6 MIL '� 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH PER CONNECTION DETAIL 3/S0.2 (TYP). VERTICAL LEG MUST COMPLETELY COVER ALL EDGES OF PLYWOOD DECKING O FIRE RETARDANT TREATED BLOCKING RUBBER ISOLATORS & PLYWOOD ATTACHED TO TUBE FRAME WITH MACHINE SCREWS, OFFSET ISOLATORS FROM FLOOR FINISH TRANSITION STRIP CENTER@ ME E TUBES AROUND PERIMETER TO MAINTAIN 1/4" GAP PERIMETER OF PLATFORM "BUTTKICKER" 1/4" GAP FLOOR TRANSDUCERS POLYETHYLENE IN BOTTOM TO RUN UP ALL FOUR CONTINUE OUT TO A AROUND PERIMETER SPILL PROTECTION 18" MIN OF RECESS (4) SIDES & MINIMUM 18" OF RECESS FOR '" SHALLOW BUILDUP PER 1/S0.2 ELEV "/j�J/�- CONT. SHEET METAL • PER ARCH ti ����������' / % ° 0 ATTACH EA END OF BRACING STUD TO VERT MEMBER w/ MIN (4) #10 SELF -TAPPING SCREWS. A MIN �������� � o OF (3) EXPOSED SCREW THREADS T O. RISER , , „ .N FINISH B1/y4 Y OTHERS AI .. , (2) LAYERS 3/4" T&G FIRE RETARDANT ON 1/2" 1 A_ TREATED PLYWOOD 1 8G SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION ,..,:,,,,,,,„„",:,,,,•,,,,,,,,;,,,,,;,,,,,,,,,,,,,;,,;,,;,,:,,,.,,,,.,..,.:.,,..,:.,:„:,,.,,,:„:„:„:,,:,,:,.:,.:,,:,,:,:„:,,,.,.,,,,.,,,,:,,.,„:„:,,,:,,,::•::,,,:,,.,„:,,,,,.:,:,,,,,.,,,:,,:.•:,:„:,,:,,:,,,:,:,:,:,,:,,:,,:,,,,..,,:,, :,, .,,::,:,,:,,:, . ,:,, . ,: , , ,::: , , , . iiii :-..4';a", ,,, , r,,, „, ,,,, , ,,,,,,,,,,•,,,, ,,,,, ,,, „,,,,,,, ,�'' ...,.....,....,.,.,,.,....................,,...,.,,.,...,,.,,.,,.,,.....,.,,,,. TYPE B METAL DECK. ATTACH METAL O- C ELEV. , �_iiii. �iiiiiiiiiir.iii%%i �,iiiii�i�r�ii1��.. = 1r�imPiiJi�i DECK TO FRAMING w/ #10 TEK SCREWS ` - - - ,tilEt_ [1.11 � � I i _ _ . _ _ iiiinuimmimi @ 6" O.C. (TYP) ATTACH PLYWOOD 0 : �►� THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6 O.C. (TYP) 0 fal ..__.. .iir�►rirrrrirrt / / �/ 7. / // / / / /O i // % : / ! T.O. EXIST RISER °l // / �, / ,o° /i �! //�/'/,j,/�% ;/,/ j �//�i%/ �/ ,/,///// //�////// // // /// /% // ,/ r / /,/ / /j / ////,/�///j`'//// /J/%// / •J , "// /i/// / '', /ii//// • //% / // i////,////;,/, ��i�r�i/ce�i�/o�i►/r/r/i�_ '/ TYPEPRIC3/ASL3R3ISER FRAMING T.O. RISER / // /////// METAL STUDS 16,O.C. w/ 362T125-43 NILJELEV // //;// / !/ // f�'/EXISTING RISERS ` /,, // /r/ELEV //,,/ /3625162-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED���/ // /'i /,/ / //,/ /// /// / / / ;j//� / / /// //// /% /////>////'.///.///,://////2/://:///' /%r- ! ///%% % /. '/ /i/ // / !'/ i,'// '/////;/////////:///1,',,,,,,,/ %,/ / , % ' /// ////// %;/ ///TY,33PIC1ATYiSERR�////,,,/, 3/3 :/ i ;////j /fr/ /////' / /�/,/,,/ ` // �/ ) , /////�/// .- //// ' / / ,.SHOWN HATCHED!' •'/ / / ' / /// // �;/ //'' / /////://, /// // // ' / / / ///jj /!/ //`,/ / / / / : // / ///,/ % //�//' /,/ r ' ///%// / /, /i/ /if // /// ///'J/////i/�//////, j//,// //i/ ,////''% /%/%% /j�'////// //' ; i �/ j // �i//j , /j/// ///, '/ �;/ ,7i"/ / j , /j / , 1,/,•, / / / ' ' /// ! /j/ ' //// /// / i /j / / f'f ,/// ' / / /// /r'/� ///i ' // ' / // / / if // /�/i. / ,///// / /,/////f//// /,////,//,' / / / TO SLAB w/HILTI X -U POWDER ACTUATED �/ / / / / // ''// / "/ / / / /j � ' ' / / '/ '//1 // / / / / /% //// / // / %/ / / / / , / / // / //FLANGES FASTENERS w/ 1 MIN EMBEDMENT @ 12 O.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACK &ATTACHED THROUGH TRACK w/ #10 SELF -TAPPING SCREW EA FLANGE ©. ''% / f��/� �/ / // ./'/ /�/' /,;////%%//////% /i / (TYP). A MIN OF (3) EXPOSED THREADS SHALL ! / / / / :/ / // ' // / EXISTING RISERS SHOWN HATCHED INSTALLED POSITION 1 © 1 TYPICAL STAIR FRAMING DETAIL (--i SECTION AT TRANSDUCER 3._V 1 1/2" = 1'-0" 3.3 1 1/2" = 1'-0" NOTE: NOTE: 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 362S162-43 METAL STUDS @ 16" O.C. w/ 362T125-33 T&B TRACKS (TYP). BOTTOM TRACK SHALL BE ATTACHED TO SLAB w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 12" O.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PER ARCH I RISER BLOCKING & TRIM MU PER ARCH (TYP) ELEV //7. I BLOCKING & TRIM PER ARCH I 4362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-33 T&B TRACKS (TYP). BOTTOM TRACK SHALL BE I ( S3.3 ATTACHED TO SLAB w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 12" O.C. `• STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED SCREW THREADS ° ° o 0 0 0 0 0 0 SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH 0 362S162-43 METAL ATTACHED STUDS w/ #10 TEK SCREWS JOIST MIN CONT TO (3) (TYP) i ATTACH EA END VERT MEMBER SCREWS. A MIN THREADS SHALL INNER METAL w/ PLY OF BRACING STUD TO MIN (4) #10 SELF -TAPPING OF (3) EXPOSED SCREW PROTRUDE BEYOND IN INSTALLED POSITION • • : : k n PER CONNECTION DETAIL 3/S0.2 (TYP). VERTICAL LEG MUST COMPLETELY COVER ALL EDGES OF PLYWOOD DECKING METAL LAYERS 3/4" T&G FIRE RETARDANT TREATED I -� '' N j I 362S162-43 CONT (2) JOIST ATTACHED TO STUDS PLYWOOD ON 1 1/2", 18GA TYPE B METAL DECK. W/ MIN (3) #10 TEK SCREWS ATTACH METAL DECK TO FRAMING w/ #10 TEK (TYP) SCREWS @ 8" O.C. (TYP) (2 SCREWS @ TOP STUD TRACK). ATTACH PLYWOOD THROUGH I I METAL DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 12" O.C., 6" @ EDGES JR /; • : , I _ j"/77 / /'/ • // j/,/ ' ; /� . w ,ro,.,n /// / /% / / / / / /7 ///////////�/////////////////t; �. ELEV i/�i////../i/i/////iil�/'/'!/./I'///i//./!I/_/'/!,///i///i iii►. ►i�r�i�lriii►iiiii�i�i►iiiiir���iwi��.riiiiiiiiii�iri�► ,• / ; / /' •- ' / //,/ �/ /i / ;' ,j / /./ riiiirrrwirnir�.i..Prrw..i�iiiiii�irrrrr rr MProll iiri�iiriiii.�ii iii/roMOM r.�rlir ELEV WI /; r / O O 0 0 a 0 () 0 0 0 0 O 0 0 0 0 0 ( ) 0 0 0 0 ._, —' 2'-6" MAX STUD SPACING r, :• / / j' `l / r' // , ,/,/ ,„, / ,,,„, / / 7 j//////////// / '///,/ ,• 0 0 0 0 , - 362S162-43 METAL STUD DIAG BRACING @ 4'-0" O.C. MAX SPACING (TYP) ALONG' FRONT OF PLATFORM WALLS. ATTACH EA DIAGONAL BRACING STUD TO EA PASSING VERT STUD w/ MIN (3) #10 SELF -TAPPING SCREWS. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY/' IN INSTALLED POSITION. DIAGONAL 0 0 0 0 I �, ED �` /W ! / / //i /' j'/' / //, / // / O r .. R, „� /. , / / , / / ///, / / / / ,/ 1 / '362S1/62:43//,' / / ' / , // o 0 / --''/'//,://:////'//////z// I 0 // % 9 , , // / / i/ / ' / •.' i /2 //,/.////// //�// EA END / / / OF / //1/////1// , / BRACING /' /// / / / / :/'//! r / i / / / / / // / /�/ /,;/ ,/ /// ;' / / // / /j `/'/// //j' // / // / // / / '/' 1/ /, / ., ! / / /1/////,/ / i �, % STUD TO /, o ° O 3625162-43 METAL STUD BRACING @ 4'-0" O.C. O 0 0 ° ° ° O O 0 0 ° i 1 , REVIEWED FOR CODE COMPLIANCE APPROVED DEC 08 2017 City of Tukwila BUILDING DIVISION BRACING STUD SHALL RUN FROM JUST BELOW PLATFORM SUPPORT 362S162-43 MEMBER DIAGONALLY TO BOTTOM TRACK OF VERT STUDS (TYP) jikT 0. RISER I /! METAL STUDS @ ,i`i ' / ////, -' ; ;ATTACH // // // / / /• // j /r/ / / •• / / ' / /,/ / /,/ ' 'VERT MEMBER w/ MIN (4) #10 SELF-/ / ,./! / /r / / / / / 16 O.C. / / ,/ . /; , / ' / / / / / / /TAPPING SCREWS. A MIN OF (3)EXPOSED /// / / / ! / %r/ ;�� / / // ; / j / '// / /SCREW THREADS SHALL PROTRUDE' % /''' ' / // / '/ ,/ ,CONT TRACK T&B / ../ j ; / // //j/,/ // !BEYOND INNER METAL PLY IN INSTALLED' / ///ATTACH PER TYPICAL' / / ' / '///./ / ' / %' ' / ` //,//','-',/ ,/', // / / ; / /� ; /POSITION/ ITI / // `///% // /�/////.////////, ; / /// /`// / /////////////////////////DETAILS (TYP) /// //////, / / / / / I /,' //� '// / / /1/////",„/' / / ° .-.-- .- .......w o ICI 362S162-43 METAL STUD : %' / / / // / / / /J/ / / r/` ! / %'/ 0 ° RI 0 0 0 • A. ELEV j ,; , / / // / i // / //0 / / / // // //�, /// ///,///" //// I •/ /// / /'/. BRACING 4'-0" O.C.' / ///' @ /////'// ' / / / /` // % �/ /EXISTING RISERS , / i / / // / / • %• % i ' • / • % ! / ( / // / , / . r • /. / / / / /; //' / /; i, , / 1 j i / / j /i ! /// r"i': /'/'''; i / / / /' ,/ / / ,/ / / / . / /////,///1/ / //////// / /, / i / / / / �/ / �. / / / ' �/ / / J / ./ // ! ' /, / / / j % / , / /�/j/ r / / / / f ; / /' / ///, /// // /; // / // ;//;'//'/ //// '/ /'///; ,CITY �' l % c5 'I V�= �V OFTUKWILA jk EXIST RISER � 1/// // ;// /// // / / ////;/ / / ! / %/ f / /SHOWN HATCHED/7/c/ %'' //% // / / // ,.�..�� // j ; / / / % ' ELEV ,j' / jj ;/' j j i //` : / r // / J ; r / / i//;; /'/ /'//// / / i/!/ �/ // / /,' i///; ////'// PROVIDE STEEL @ '- „ HILTI KWIK HUS -EZ DIA EXISTING RISERS 362S162-43 METAL STUD DIAG BRACING @ 4'-0" O.C. MAX SPACING (TYP) ALONG SCREW w/ 1 5/8" EMBEDMENT SHOWN HATCHED OF PLATFORM WALLS. ATTACH EA DIAGONAL BRACING STUD TO EA PASSING BOTH SIDES OF VERT MEMBER STUD w/ MIN (3) #10 SELF -TAPPING SCREWS. A MIN OF (3) EXPOSED SCREW WITHIN 2" OF EA BRACE SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION. DIAGONAL BRACING STUD SHALL RUN FROM JUST BELOW PLATFORM SUPPORT 362S162-43 MEMBER DIAGONALLY TO BOTTOM TRACK OF VERT STUDS (TYP) NOV 1 7 2017 PERMIT CENTER FRONT VERT THREADS PROVIDE HILTI KWIK HUS -EZ 1/4" DIA1/4" STEEL SCREW w/ 1 5/8" EMBEDMENT @ BOTH SIDES OF VERT MEMBER WITHIN 2" OF EA BRACE TYPICAL RISER FRAMING SECTION 14 TYPICAL GUARDWALL FRAMING ELEVATION S3.3 1 1/2" = 1'-0" ' " S3.3 1 1 /2 = 1 -0 1 2 3 14 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ca cars) ov) rn F N U 0) L Ctl cat cc: a) c rn O u) 41 a) L co O N O 00 ca co 0 �8 •N 0 • U) o L G 2U c _ c 07 i CD MS Q ~ MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 Revision 3 7 November 2017 Drawn By BEY Checked By AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 1 R Q P N M L K J H G F E 0 a) N- N D >I E' C 0 0 rn M ti (V co 'crk B a�o i E O ▪ ▪ A 2 3 4 8 9 10 12 13 14 15 16 17 18 19 20 21 22 1 23 24 1 2 I3 4 5 6 7 8 9 10 11 12 13 114 115 116 117 118 119 120 121 22 to E N U cm L C TsY a) Co Cf) U � 2 O) O 00 N — (D T co U) L a) g OT C .67 o 8U c co c —Y N o 0 01 Q~ MEP HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831 0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By BEY Checked By AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BLOCKING & TRIM PER ARCH / / j / ////, /// : r: t /7/ :='' .�...-,.�:s,.� ,/; / /" // i' / �//// / % % /,; / �; / ; SIMPSON S/H2.5 TIE w/ /'// / / (4) #10 SCREWS MIN @ / ///. j ' EA SIDE OF TIE (TYP) // / / i % /`! 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER / /, /,% / OF PLYWOOD ON DECK ATTACH PER CONNECTION / , DETAIL 3/S0.2 (TYP). VERTICAL LEG MUST COMPLETELY / % ; / /; / / COVER ALL EDGES OF PLYWOOD DECKING i / /; i % ;/ / ALIGN CENTER OF GUARD WALL FRAMING w/ // i CENTER OF STAIR FRAMING. ATTACH GUARD WALL �/ / FRAMING TO STEP RISER FRAMING w/ #10 TEK i , /' SCREWS SPACED VERTICALLY @ 3" O.C. / t/ri! 362S162-43 METAL STUDS @ 16" O.C, w/ 362T150-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED TO SLAB w/ POWDER DRIVEN FASTENERS @ 12" O.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS & ATTACHED THOUGH TRACK FLANGES w/ #10 - TAPPING SCREW EA FLANGE cn (TYP). A MIN OF (3) EXPOSED w SCREW THREADS SHALL Q PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION /,// % %/ ''l o U f 0 0 STAIR FRAMING // ELEV PER 1/S3.3 /./ / . ; (2) LAYERS 3/4�� T&G FIRE RETARDANT TREATED •, r , ;r % ., ;,T, / / / , / ,,,// / ,% /// �;'-' / / -, .---•,— ,._ PLYWOOD ON 1 1/2", 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 8" O.C. (TYP) (2 SCREWS @ TOP STUD TRACK). ATTACH PLYWOOD THROUGH METAL DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 12" O.C., 6 @ EDGES . 3 /� ,.-:----./-----7;.,-/-• ���`����-r%� `����.,�' �`%��{ II ///� , ELEV / / /// tlp y w"7'.yrue, ...-7 �.,^7, ///r/:/Yn/v/w///.m' w"w=7"7'.7 ///` ////// '//////// // / / / j/ j1/i!/ !/ /r // / //i./ /; "f / / //// i ////// //irff ////"f ////////////// J / /// / / ' / /; / / r :;' // / /" ;;// r / / / / ; • // / /i" //" / / / / / / / i ' /" / // / / // / �/ / / i /%',/ / / // / // / % / / / ////////- %i/// • _ 1.i lik RISER ELEV � EXISTING RISERS SHOWN HATCHED HAT CHANNEL SHALLOW PER TYPICAL DETAILS BUILD UP 3 . 1 NOT USED 2 CROSS SECTION THRU STAIRS S3.4 1 1/2" = 1-0° S3.4 i REVIEWED FOR !CODE COMPLIANCE APPROVED DEC 082017 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1''17 1 7 2017 PERMIT CENTER BLOCKING & TRIM PER ARCH (TYP) - 362S162-43 METAL STUDS @ 12" O.C. STUDS SHALL BE SEATED FULL DEPTH INTO TRACK & ATTACHED THROUGH _ -°'_ _ 1 TRACK FLANGES w/ #10 SELF TAPPING SCREWS EA FLANGE. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION 362T150-33 TRACK T&B. BOTTOM b SIMPSON S/H2.5 TIE w/ (4) #10 SCREWS MIN @ ' SI P OF T (TYP 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH PER CONNECTION DETAIL 3/S0.2 (TYP). VERTICAL LEG MUST COMPLETELY COVER ALL TRACK SHALL BE ATTACHED TO SLAB w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 8" O.C. STAGGERED 0 EDGES OF PLYWOOD DECKING SHALLOW BUILD UP RISER PER 1/S0.2 ill o EXISTING AUDITORIUM% FLOOR ELEV iiiiiii��► • '// // / / ' / J ` // ./ / // / J /// • / / A TYPICAL CANTILEVERED GUARDWALL SECTION / 4 NOT USED < �af a ti xlaat 4 i S3.4 1 1/2" = 1'-0„S3.4 . . 1 2 I3 4 5 6 7 8 9 10 11 12 13 114 115 116 117 118 119 120 121 22 to E N U cm L C TsY a) Co Cf) U � 2 O) O 00 N — (D T co U) L a) g OT C .67 o 8U c co c —Y N o 0 01 Q~ MEP HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831 0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By BEY Checked By AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K J H G F E 0 ti 0 D N > 0) co C C 0 0 Ci) M N- N CD a B 0 > N �Q. E a) O A 1 13 14 15 16 17 18 19 10 111 12 113 114 115 116 117 18 119 120 21 22 23 24 SEE SHEET S4.2 FOR LATERAL REACTIONS AT STRUT SUPPORTS R2 R1 R3 R3 R4 R3 R3 R1 REFERENCE NOTES: 1. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. 2. SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT AND ANCHORAGE DETAILS. 3. SEE DETAILS ON SHEET S4.5 FOR SCREEN SHAKER INSTALLATION. MEMBER LIST: El © COLUMN C -SHAPE 3" x 1.625" x 14 GAGE (0.070") A570 GRADE 50 © TRUSS WEB RECTANGULAR TUBE HSS 1.375" x 1.00" x 16 GAGE (0.060") A570 GRADE 50 'WRAP-AROUND SCREEN FRAME BY MDI ❑D X BRACE ROUND TUBE HSS 0.7500" x 16 GAGE (0.065") A513 GRADE 1010 TYPE 1 (Fy = 26 KSI MIN) Ea MAIN BEAM RECTANGULAR BOX BEAM 3.223 x 1.5" x 14 GAGE (0.070") A570 GRADE 50 Fl SECONDARY BEAM RECTANGULAR TUBE HSS 2.0" x 1.0" x 11 GAGE (0.120") A513 GRADE 1010 TYPE 2 FY = 26 KSI MIN OPEN STEEL PLANKS OSP 9" x 2" x 18 GAGE AT SPEAKER PLATFORM AND CATWALK LEVELS ONLY REAR STRUT TO BUILDING STRUCTURE L2 x 2 x 1/8 GRADE A36 5'-0" MAX LENGTH UNISTRUT P1000 w/ CONNECTION BRACKET 12 GAGE A1011 SS GRADE 33 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 LADDERS, SAFETY DEVICES, SCREEN MATERIALS, ETC. ARE BY OTHERS. 2. INSTALLER SHALL REFER TO STRONG / MDI SCREEN SYSTEM DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION, PARTS LIST AND ERECTION DETAILS. 3. BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE 4. DESIGN LOADS: A. DEAD LOADS OF SCREEN SYSTEM: I.SCREEN FRAME STRUCTURE WEIGHT: 2.SCREEN FABRIC WEIGHT: 3.WRAP-AROUND FRAME WEIGHT: 4.SPEAKERS (5) WEIGHT: 5.SCREEN SHAKERS: 6.UNI-STRUT FOR SCREEN SHAKERS 7.BAFFLE WALL (PLYWOOD & INS) 8.TOTAL WEIGHT: 4,383 LBS. 130 LBS. 435 LBS. 2,250 LBS. 336 LBS. 1,080 LBS. 1,700 LBS. 10,314 LBS. B. CATWALKS FOR MAINTENANCE ACCESS: 40 PSF C. SEISMIC CRITERIA: I.000UPANCY CATEGORY: 2.SITE SOIL CLASS: 3. SHORT PERIOD RESPONSE, Ss: 4. 1 -SECOND PERIOD RESPONSE, S1: 5. DESIGN RESPONSE, SDS: 6. DESIGN RESPONSE, SDI: 7. SEISMIC DESIGN CATEGORY: 8. R -FACTOR (SIGNS & BILLBOARDS): 9. I -FACTOR (PERP TO SCREEN): 10.I -FACTOR (PARALLEL TO SCREEN): III D 1.453g 0.812g 0.969g 0.542g D 3.5 1.0 1.25 5. SPECIAL INSPECTIONS OF THE FOLLOWING ITEMS SHALL BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE: A. B. C. D. E. POST -INSTALLED ANCHORS IN CONCRETE STEEL MATERIAL VERIFICATION STEEL BOLTING IN FIELD STEEL WELDING IN FIELD STEEL FRAMING IN SITU COLUMN REACTION TABLE (KIPS) LOCATION DOWN UP LATERAL R1 1.33 N/A +/- 0.03 R2 2.17 1.42 +1-1.06 R3 2.39 N/A +/- 0.04 R4 2.17 .036 +1-1.00 NOTE: UP AND LATERAL REACTIONS ARE ASD SEISMIC LOADS WITH A LOAD FACTOR = 0.7E REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA A727 PERMIT CENTER 1.1SCREEN STRUCTURE FRONT ISOMETRIC VIEW 4.1 1 2 3 cla E a)8 I� L ccts a) I: if) o c U L ▪ o O • N U 0° T N rc o 1;! a) c) C U) c -Y a) U • a Q MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural P M A !Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, P: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By Checked By GLS CMA SCREEN STRUCTURE FRONT ISOMETRIC VIEW Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 LATERAL STRUT SPPORTS ATTACH TO BUILDING STRUCTURE PER 2/S4.3 AND 4/S4.3 C o `-ory .70,0 sy cr vya, v osf,v'yv . Goo,,-. ®v..tb . 000vovv •=.. -%, .off �oov`.„ rrrovv\ 'oo vvv . ool'v oov'"a' �ovvv Yo�oocv. �nov vav��vy •.%',.`r.'' ‘-'4::.-4A- -41= g'4��O,yi. aipdya opop• `yo�®p�D. QnFGOn,��p:��8jO� • i �sc,4. ,, ®`�,"oo,,�o�da- #."7,4 .®�G'�,-4,2 d-d%O.. ®o, ee IAd�O4.,,,4.„,,,,-.4:-,SdllO , �1-Y• 4Qvve.0��� ,..e4 ��l�e`��8� op l f.., I,'/ • 0 \'a�,q4 :,4 G. �� �.`?dOp dd d©�4''-� v� 674,o��� e;°04 I aooBoo�np�oo�Ga $D II �6d� ? • e 14, 0 01 �ed� n d6gd��dm�`®den ���B�B��i9dB I4 �dd®6'q�`��'6� dd9B 7,•;f: LATERAL STRUT REACTION TABLE (KIPS) LOCATION LATERAL (SEISMIC) H3 ± 0.56 H2 t 0.85 H1 ± 0.16 0 a) o D 0)l -0 co C a) O Cr) N (0 a B O a) Ir Q 0) U A 1. LATERAL (SEISMIC) REACTIONS INCLUDE OVERSTRENGTH FACTOR, OMEGA = 2.5 PER ASCE 7-1013.4.2.2 REFERENCE NOTES: I. SEE SHEET 80.1 FOR GENERAL STRUCTURAL NOTES. 2. SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT AND ANCHORAGE DETAILS. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV au PERMIT CENTER 12 13 I4 I5 16 I7 I8 I9 SCREEN STRUCTURE BACK ISOMETRIC VIEW 110 112 1 13 1 14 1 15 1 16 1 17 1 18 119 1 20 cnE 0)i as G) cY d irt 2 a) 1) c rn 0 0 00 N — CO T ►� T /+tom O l� CCU_ L C 113 co• w as N — Y CO C te_' as., Q ~ Construction MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ARevision 1 / 4 \ Revision 2 ARevision 3 ISSUED FOR: 13 January 2017 12 May 2017 16 June 2017 7 November 2017 Drawn By Checked By GLS CMA SCREEN STRUCTURE BACK ISOMETRIC VIEW Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 0 (7; > 0 a) C C.) rr0� LJ M ti N (0 a -B 0 a) !Z E U 1 Q P N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 119 I_ 21 22 23 24 G _ C +/- 49'-0" FOR REFERENCE ONLY (VERIFY w/ MDI DRAWINGS) --� ii EXISTINGWALL EXISTING STRUCTURE • ' - �" , ' SHOWN HATCHED (TYP) �_� -: \/\ /\� .�/\/\/\7\ �/���� , /\/\/\�\� �\�\�\/\�\� ��I I ► .1 .�I ' \ 9�i`�� si `�`� 110 � i I I +1- 26'-6" FOR REFERENCE ONLY (VERIFY w/ MDI DRAWINGS) SCREEN FRAME 2 ,, 1 . j ,, 1 IP P IP\CATWALK 4 TYP / 14- / 1 , q S43 / / / If Ike `I III, I I I I Ii II !. / ' ' I r , . SCREEN / / J SPEAKER PLATFORM , -�' . 1 / / I 0►► � noli W � � � L ! 4 k 1 , I h ; , i , , /8 i EA MPRIGHT :4:24.3Xcrl ' / h IL' li � � < IW F � - E9 � � , 3 .t- ' lil , . .. ,.... YP) CATWALK Pil / I ,. - ' -- \ . / 3 II: � _ � ` I to .)`I 51 ; I I\77 v v \/ X/ ' �.: \/ \/ �/ \/X/ " .:1/ \/ \/ \/> \X\/ \/ \/ v�/' i11\ \/ \/ �,/ v>(/ �' 1�; 1 FL OR AUDITORIUMAI 0 II � • 111 i I�� ill AUDITORIUM FLOORlon TYP LEVEL F.V. J , . , LEVEL (F.V.) 1 SCREEN FRONT ELEVATION - AUDITORIUM #9 2� SCREEN SECTION - AUDITORIUM #9 S4.3 1/4" = 1'-0" 6.. �. 1" 4" L\ 1" ., ► .. (4) 3/8" DIA SIMPSON STRONG BOLT 2 ANCHORS (ESR3037). EMBED 3 3/8" w/ SPECIAL INSPECTION PER MANUFACTURER ICC -ES REPORT ? _ 3/8" DIA A307 BOLT L2x2x1/8 NEW STRUT TO EA SCREEN FRAME UPRIGHT PER 2/S4.3 w/ LOCK NUT A ATTACH 7_ 1 ,r zo I C L C rr BASE PLATE & _ 1 POST BY MDI EXISTING SLAB ON METAL DECK (F.V.) (2) 1/4" DIA SELF TAPPING I rjjL._.____ .; SCREWS PER STUD L3x3x3/16 x36" LONG ' REVIEWED FOR /CODECOMPLJANCE "`ill _.. d P ,;. eDEC -,a.a_ _ "' - �' 4 ° _ _ A r M 1 > ) j 08 2017 ( of City Tukwila BUILDING DIVISION RECEIVED CITY OF l U K W I L A ROV n 0 7 2g17 PERMIT CENTER - _° `s r d ° <`. NOTE: A CONTRACTOR SHALL FIELD DRILL HOLES IN BASE PLATE IF BASE PLATE HAS FEWER THAN 4 HOLES. HOLES SHALL BE 7/16" DIA. 3 BASE PLATE ANCHORAGE 4 NEW LATERAL STRUT CONNECTION AT EXISTING STUDS S4.3 � rte t. r� k"vi;�{3?s rcnt?x''s;"aur, 1 1/2" = 1'-0"1 S4.3 3" =11-0" M L K J H F E 1 2 13 4 5 6 7 8 I 9 0 117 1 19 cn E Q) o CD 1..: 07 (1) C � as ns 2 a) Cn C CO 0 N "t: — (0 CF) II C pz C as a) c12 2 Construction MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 nRevision 3 7 November 2017 Drawn By Checked By SCREEN SUPPORT ELEVATION DETAILS GLS CMA Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 0 a) -QI ti 0 4I CO 16- a 0 0 CO N- N (0 a B r O a) Q E a) U 1 R Q P N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A NOTE: — � Cr _ NOTES: Q \( ,A 1. ALL BOLTS ARE GRADE A307 OR HIGHER. 2. SECONDARY BEAMS AND OPEN STEEL PLANKS NOT SHOWN FOR CLARITY, RE: MDI DWGS �` ,, ��` Q Q Q �� Q Q Q Q Q Q `'� SEE COLUMN DETAIL 1/4 SPLICE BELOW 1/4" DIA ROD BY MDI illIllIllppppPPP' WRAP AROUND SCREEN FRAME BY MDI . 3/16 ALL BOLTS ARE GRADE A307 OR HIGHER <TYP 3/16 „ 1.75 DIA TUBE SCREEN FRAME BY MDI 1/4 )1P/\ 3/8" DIA. BOLT IN THREADED HOLE, TIGHTEN TO LOCK SCREEN FRAME .14 3/8" DIA BOLT (TYP) ;�`_i- Q Q Q Q `� 1/4 TYP MAIN BEAM TYPE TYP 1'4 1/2" DIA. (2) 3/8" THROUGH DIA. BOLT w/ LOCK NUT BOLTS w/ SPRING NUTS UNISTRUT P1000 1110 ii„ /I - o '4►� �'� 3/8" STEEL BOLTED (2) 3/8" w/ SPRING 1/4" STEEL BRACKET WELDED TO ANGLE BRACKET TO DIA. CLIP UNISTRUT BOLTS NUTS :.! / 4 \\ *II \ `,` 0.75"0 0.035 TUBE Q Q Q '� Q Q Q ��; -- 401 �`,` j ,! =-- _ 1/2" DIA. THROUGH BOLT w/ LOCK NUT x 2" MAIN BEAM — BRACES SHALL BE CONNECTED TO 0 0 �� UPRIGHTS AS CLOSE AS POSSIBLE 7/16" PUNCHED HOLE FLATTENED END TO HORIZONTAL BEAMS ® 0 0 0 ``__, `- `` `` PLAN10 A� TUBE Q 0.75"Y x 0.035 \ i_21 "'I1 o J — Q 7/16" PUNCHED HOLE 3/8" DIA. BOLTS Q ELEVATION w/ LOCK NUTS (TYP) 0 Q BRACE END DETAIL Q n,---"1-:::-------- 1 SCREEN FRAME CONNECTION �2-- CROSS BRACE CONNECITON 4.� N.T.S. S4.4 N.T.S. - 0 NOTE: �} 0) /.// 1 kf (�,to ty / 2 IV 10.1 w ALL BOLTS ARE GRADE A307 OR HIGHER _ 3/8" DIA. BOLT w/ LOCK NUT - COLUMN UPRIGHT (TYP) NOTE: ALL BOLTS ARE GRADE A307 OR HIGHER Q c q v 1 (9 (9 ® ♦ '7, COLUMN UPRIGHT (TYP) t �C ° � DIA. THROUGH 0 i n 0 /i ® ® / / �� � % - UP 1� ,� _ R <9T IDE COMPLI LI VCE APPROVED 111 L2x2x1/8 STRUT CONNECT TO BUILDING STRUCTURE PER 4/S4.3 1� EB �C c \♦�� ` . 1 � �...____ 1V t / 61 ,.., ' ®; P/( BOLTS w/1/2" LOCK NUTS (TYP.) ' 1 I ..:,,, .. ___---- .,,, �♦� \ 1 ® Q ® 0 ® �♦ ,� �� TYPE 1/4 O � v :. r DOWN UP i (�, .�`, �1' alb _ i "" ® ANCHORAGE OF BASE PLATE �,;,, DETAIL 3TO DING /54.3STRUCTURE ,. l • i• PER DOWN „ DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL/� NOV 17 2017 PERMIT CENTER 070 TRUSS MEMBER /ir / �.a . TYP EA END .070 > 3 REAR HORIVZONTAL STRUT TO STRUCTURE 4 COLUMN SPLICE DETAIL 5 COLUMN BASE DETAIL ,S4.4 N.T.S. i' fi i tfiNU J`"v�i `ii__ 1.4A S4.4 N.T.S. i 4.4 N.T.S. M L K J H F E 1 2 4 5 6 7 8 9 10 11 12 3 1 15 17 119 121 v, E a) 8 • (1) CUS C D, o c U � Co o al co 0 cw O 0 iJ rn —Y o 0 MI 4r` MEP z (7 .. HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, f: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 A Revision 3 7 November 2017 Drawn By GLS Checked By CMA ISOMETRIC DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K H F E O t` r D CN 0 0I -ate' C c U 0 t!) co N (0 B 0 Ei a) a a) O A 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 I.19 20 21 22 23 24 2 — — NOTES: NOTES: —l=J�\�/ Q 1. ALL BOLTS ARE GRADE A307 OR HIGHER. 2. SECONDARY BEAMS AND OPEN STEEL PLANKS NOT SHOWN FOR CLARITY, RE: MDI DWGS 1. (2) UNISTRUT CONNECTIONS PER SPEAKER 2. ALL BOLTS ARE GRADE A307 OR HIGHER 3/16" WIRE ROPE SAFETY CABLE W/ (3) CROSBY SCREEN FRAME BEAM (TYP) 0 00 Q Q Q Q MAIN RECTANGULAR ` '� ��/ �- NOTES: CLIPS EA END 1. (2) UNISTRUT CONNECTIONS PER SPEAKER 2. ALL BOLTS ARE GRADE A307 OR HIGHER :; _� Q 0 (� V BOX BEAM (TYP) #12 TEK SCREWS, BOTH SIDES, SPEAKER LEVEL ONLY, (TYP) (\ Q / Q fe rrr 1/2" DIA THROUGH �!, ® ® ® ® ®_--------,.".""......."--.-..."*."""..."----- 0 `` `�` �, �_ �'' w/ LOCK NUTS BOLTS CONNECT UPPER SPEAKER TO MIDDLE SPEAKER CONNECT UPPER SPEAKER TO MIDDLE SPEAKER PER MANUFACTURER (3) 5/16 DIA BOLTS / PERMANUFACTURER (3) 5/16 DIA BOLTS SPEAKER SPLICE SPEAKER SPLICE 0 0 0 00 Q Q mrma �� SPEAKER, 1/2" MDF ENCLOSURE SPEAKER, 1/2" MDF ENCLOSURE 0 0»}` 3/4" FIRE RESISTANT PLYWOOD 1'-6" l'-6" 3/4" FIRE RESISTANT PLYWOOD 1'-6" 1'-6" .111111111111111, (,J } ` I t:i lJ !111,` <.` � � � ! ) I ,. _ x / SPEAKER SPLICE 3 BEAM CONNECTION AT SPEAKER DETAIL / 0 x - S4.5 N.T.S. SPEAKER CONNECTION DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TO THE FOLLOWING SPEAKER MODELS: QSC SC -323C QSC SC -423C QSC SC -433C C SC -424 / % { ® ® ( r < < . ® -_ �; SPEAKER SPLICE ,- r -- / «. _ J\ • ` .. #8 SPAR MDF SCREWS, (8) PER SIDE, EVENLY SPACED � ,- / = 0 0 f L #8 SPAX MDF SCREW, (8) PER SIDE (32 TOTAL). SCREWS MUST BE LOCATED WITHIN 4" OF THE SPEAKER PERIMETER. (2) #12 SELF TAPPING SCREWS, THROUGH PLYWOOD INTO SCREEN STRUCTURE BEAM (TYP) 3/4" FIRE RESISTANT PLYWOOD, 3'-6" x 2'-6" 0 0 0 (2) #12 SELF TAPPING SCREWS, THROUGH PLYWOOD INTO SCREEN STRUCTURE BEAM (TYP) 3/4" FIRE RESISTANT PLYWOOD, 3'-6" x 2'-6" SCREEN FRAME RECTANGULAR BEAM (TYP) QSC SC -444 JBL 3732 4732 NOTE: REVIEWED FOR ? CODE COMPLIANCE APPROVED DEC 08 2017 ..: ,;n, :.:<.�. rn:.:: g, , 3;..;:, ; • .:_.,. L L SCREEN FRAME RECTANGULAR BEAM (TYP) JIJi" �"� E 1 , , s a :, .:,,,{_, <,I ,,:.:., .$ n. _:.. y..II.;.. ,,<. ,,; 9 5 _ =JBL NOTE: ALL BOLTS ARE GRADE A307 OR HIGHER �, CATWALK OPEN STEEL PLANK (TYP) 3/8 DIA x 7 BOLTS w/ HEX NUTS AND WASHERS, (2) PER UNISTRUT REMOVE FACTORY P1000 2'-6" LONG, SUPPORT FEET INSTALLED TRIM UNISTRUT, REQUIRED reni #8 SPAR MDF SCREW, (8) PER SIDE (32 TOTAL). SCREWS MUST BE LOCATED WITHIN 4" OF THE SPEAKER PERIMETER REMOVE FACTORY INSTALLED SUPPORT FEET (TYP) P1000 UNISTRUT, TRIM AS 3/8 DIA x WASHERS, NOTE: 2'-6" LONG, REQUIRED 7 BOLTS w/ HEX NUTS AND (2) PER UNISTRUT REFER TO SPEAKER MANUFACTURER FOR NUMBER OF ENCLOSED SPEAKER CABINETS. WHEN ONLY (1) ENCLOSED . City of Tukwila BUILDING DIVISION SPEAKER CABINET IS PRESENT, OMIT PLYWOOD SPLICE PLATE. RECEIVED Cl fV OF T U K W I L A tO01 73 ALL BOLTS ARE GRADE A307 OR HIGHER PERMIT CENTER A QSC SC -444 SPEAKER FRONT VIEW (2\ QSC SC -444 SPEAKER SIDE VIEW 4 SCREEN SPEAKER MODELS S4.5 N.T.S. . 11 - - I - S4.5 , - - I _ I y } fi s ,a usss � w...x✓?. } 4w.,.u� e vut`a..i t,y -a,aranwnw S4.5 N.T.S. 1 3 4 5 6 7 8 9 10 11 12 1 15 1 17 ca w E a) 0 C) cd c cts ca 2 rn rn 00 N co 0 /c�I�, Ta-- 0) o • co �U c — Y m • 0 U c • co Construction MEP 4+4 z ROSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362.9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 /3\ Revision 3 7 November 2017 Drawn By Checked By SMWS AMCM SCREEN SPEAKER MOUNTING DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 10 12 13 14 15 16 17 18 19 20 21 22 l 23 24 NOTE: 1. SCREEN SHAKER LAYOUT SHOWN IS REPRESENTATIVE ONLY. COORDINATE FINAL SCREEN SHAKER LAYOUT WITH AMC/DOLBY. THE SCREEN SHAKERS SHALL BE MOUNTED BEHIND THE SCREEN ON A RECTANGULAR GRID AT APPROXIMATELY 4.7 FT O.C. IN BOTH DIRECTIONS. THE DIMENSIONS SHOWN ARE SUBJECT TO ADJUSTMENT DUE TO THE OVERALL SCREEN DIMENSIONS AND THE POSITIONS OF OBSTRUCTIONS. IN GENERAL THE DISTANCE BETWEEN GRID CENTERS CAN RANGE FROM 4.4 - 5.1 FT. THE SCREEN SHAKER DISK SHALL BE APPROXIMATLEY 3 - 5 FT FROM THE SCREEN EDGE. 2. THERE ARE APPROXIMATELY 56 SCREEN SHAKERS EA WEIGHING 6LBS. 3. CONFIRM SHAKER LAYOUT WITH AMC PRIOR TO INSTALLING SCREEN SHAKERS. SHAKER LAYOUT SHOWN RECEIVED FROM AMC TITLED: "DOLBY CINEMA AT AMC SOUTH CENTER 16 AUDITORIUM #9 SCREEN SHAKER LAYOUT" DATE 2017-0112 1 SCREEN SHAKER LAYOUT S4.6 N.T.S. Aftlill1.4111k mill11111 ia411\ iii11111 ANA I\ d4111Ik i6111\ Asialli ANAllk AN•111111 Amid aria Amilifik mAllk AA Abillkk Aidlk al41111 AmillIk Alai Aria Anal doillik Am4111\ I\ a•411\ mak Aka\ aid& ANA Abillik ,s41111k .4111k .41111i 0 a) a .QI ti 0 D I rn Co C U 0 Co (Y) i` N CD a B 0 a) CY 0 U A 12 ATTACH VERT UNISTRUT TO SCREEN FRAME MAIN BEAMS w/ #10 OR #12 TEK SCREWS AND FENDER WASHER CANTILEVER P1000 SCREEN SHAKER SUPPORT FROM P2344 UNISTRUT WING FITTING } SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) 0 0 a 0 a 0 a 0 a 0 0 a a 0 0 a 0 0 a 0 0 0 n 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 P1000 VERT UNISTRUT ti u 0 0 a a 0 a 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 • 0 0 0 0 0 • 0 0 0 0 a 0 0 0 0 a 0 0 TYP @ ALL SHAKER LOCATIONS ELEVATION SCREEN FRAME FRONT SIDE MAIN BEAMS PER FRONT SIDE ISOMETRIC DRAWING CANTILEVER P1000 SCREEN SHAKER SUPPORT FROM P2344 UNISTRUT WING FITTING P1000 VERT UNISTRUT AT ALL SHAKER LOCATIONS SCREEN FRAME FRONT SIDE MAIN BEAMS PER FRONT SIDE ISOMETRIC DRAWING (1) 3/8" BOLT, WASHER & CHANNEL NUT TO CANTILEVER Tr - 4 0 a a a 0 0 a 0 a 0 a a 0 a • a a a a 0 a a I • a a 0 0 a ATTACH VERT UNISTRUT TO SCREEN FRAME MAIN BEAMS w/ #10 OR #12 TEK SCREWS AND FENDER WASHER 3'-0" MAX ti (2) 3/8" BOLTS, WASHERS & CHANNEL NUTS TO VERT UNISTRUT UNISTRUT P2344 WING FITTING SECTION SCREEN BY MDI SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) P1000 VERT UNISTRUT (1) 3/8" BOLT, WASHER & CHANNEL NUT TO CANTILEVER P2344 UNISTRUT WING SHAPE FITTING CANTILEVER P1000 UNISTRUT SCREEN SHAKER SUPPORT SCREEN SHAKER BY DOLBY. FOR REFERENCE ONLY (2) 3/8" BOLTS, WASHERS & CHANNEL NUTS TO VERT UNISTRUT ISOMETRIC Mr' Mgr' MIT" Mr"' Mr' MIT" Mir" MIr" Mir" Mir"' Milry Mrw Mrw MIIP'F Iry Mr' MIR"' MI IP"' Mr"' Mr' Mr' MP"' Iry VIM V Iry Mr" Mr' viror Mr' MIP'' Mr" MIrw MIT" NIP' MIT' Mr" gi Iry MIT" M."' MP'' Miry Mir' MIT' Mr" NIT' Millw \IP"' Mr' I4 I5 16 I7 8 I9 1 10 SCREEN SHAKER SUPPORT DETAIL N.T.S. 112 113 114 I15 116 117 118 119 120 121 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA E dV 1 7 2017 PERMIT CENTER ca a) 0) cn E N 0 (l w Call Ts 0) Co Q) L co a-+ co 0 D U O T N —Co T co U) O C r5) .N O cuu)) L G iJ ctN a) v7 0 N CO ter` Q MEP Gel z z w HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By Checked By SCREEN SHAKER ELEVATIONS & DETAILS GL' CN Project Number:DCAP.2016.486 © Col (P16273) 4 _ rI ❑ ❑ f ❑ " O ❑ 0 Q b 0 I O L 4 , b I / © O 0 Q © O 0 © Q 0 4 © 9 0 0 0 Q 0 \ ❑ 0 4 0 0 11 0 O I 1 1 b /) sl❑ ❑ 0 0 ❑ 0 I I 0 1 O b SC 0 O ❑ SEEN FRAM 0 b ❑ FRONT SIDE MAI BEAM (TYP) 0 ❑ O 0 d O O b I - UNISTRUT r. n 1 11 0 o I 1 I ❑ 0 1 Cd rt' NOTE: 1. SCREEN SHAKER LAYOUT SHOWN IS REPRESENTATIVE ONLY. COORDINATE FINAL SCREEN SHAKER LAYOUT WITH AMC/DOLBY. THE SCREEN SHAKERS SHALL BE MOUNTED BEHIND THE SCREEN ON A RECTANGULAR GRID AT APPROXIMATELY 4.7 FT O.C. IN BOTH DIRECTIONS. THE DIMENSIONS SHOWN ARE SUBJECT TO ADJUSTMENT DUE TO THE OVERALL SCREEN DIMENSIONS AND THE POSITIONS OF OBSTRUCTIONS. IN GENERAL THE DISTANCE BETWEEN GRID CENTERS CAN RANGE FROM 4.4 - 5.1 FT. THE SCREEN SHAKER DISK SHALL BE APPROXIMATLEY 3 - 5 FT FROM THE SCREEN EDGE. 2. THERE ARE APPROXIMATELY 56 SCREEN SHAKERS EA WEIGHING 6LBS. 3. CONFIRM SHAKER LAYOUT WITH AMC PRIOR TO INSTALLING SCREEN SHAKERS. SHAKER LAYOUT SHOWN RECEIVED FROM AMC TITLED: "DOLBY CINEMA AT AMC SOUTH CENTER 16 AUDITORIUM #9 SCREEN SHAKER LAYOUT" DATE 2017-0112 1 SCREEN SHAKER LAYOUT S4.6 N.T.S. Aftlill1.4111k mill11111 ia411\ iii11111 ANA I\ d4111Ik i6111\ Asialli ANAllk AN•111111 Amid aria Amilifik mAllk AA Abillkk Aidlk al41111 AmillIk Alai Aria Anal doillik Am4111\ I\ a•411\ mak Aka\ aid& ANA Abillik ,s41111k .4111k .41111i 0 a) a .QI ti 0 D I rn Co C U 0 Co (Y) i` N CD a B 0 a) CY 0 U A 12 ATTACH VERT UNISTRUT TO SCREEN FRAME MAIN BEAMS w/ #10 OR #12 TEK SCREWS AND FENDER WASHER CANTILEVER P1000 SCREEN SHAKER SUPPORT FROM P2344 UNISTRUT WING FITTING } SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) 0 0 a 0 a 0 a 0 a 0 0 a a 0 0 a 0 0 a 0 0 0 n 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 P1000 VERT UNISTRUT ti u 0 0 a a 0 a 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 • 0 0 0 0 0 • 0 0 0 0 a 0 0 0 0 a 0 0 TYP @ ALL SHAKER LOCATIONS ELEVATION SCREEN FRAME FRONT SIDE MAIN BEAMS PER FRONT SIDE ISOMETRIC DRAWING CANTILEVER P1000 SCREEN SHAKER SUPPORT FROM P2344 UNISTRUT WING FITTING P1000 VERT UNISTRUT AT ALL SHAKER LOCATIONS SCREEN FRAME FRONT SIDE MAIN BEAMS PER FRONT SIDE ISOMETRIC DRAWING (1) 3/8" BOLT, WASHER & CHANNEL NUT TO CANTILEVER Tr - 4 0 a a a 0 0 a 0 a 0 a a 0 a • a a a a 0 a a I • a a 0 0 a ATTACH VERT UNISTRUT TO SCREEN FRAME MAIN BEAMS w/ #10 OR #12 TEK SCREWS AND FENDER WASHER 3'-0" MAX ti (2) 3/8" BOLTS, WASHERS & CHANNEL NUTS TO VERT UNISTRUT UNISTRUT P2344 WING FITTING SECTION SCREEN BY MDI SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) P1000 VERT UNISTRUT (1) 3/8" BOLT, WASHER & CHANNEL NUT TO CANTILEVER P2344 UNISTRUT WING SHAPE FITTING CANTILEVER P1000 UNISTRUT SCREEN SHAKER SUPPORT SCREEN SHAKER BY DOLBY. FOR REFERENCE ONLY (2) 3/8" BOLTS, WASHERS & CHANNEL NUTS TO VERT UNISTRUT ISOMETRIC Mr' Mgr' MIT" Mr"' Mr' MIT" Mir" MIr" Mir" Mir"' Milry Mrw Mrw MIIP'F Iry Mr' MIR"' MI IP"' Mr"' Mr' Mr' MP"' Iry VIM V Iry Mr" Mr' viror Mr' MIP'' Mr" MIrw MIT" NIP' MIT' Mr" gi Iry MIT" M."' MP'' Miry Mir' MIT' Mr" NIT' Millw \IP"' Mr' I4 I5 16 I7 8 I9 1 10 SCREEN SHAKER SUPPORT DETAIL N.T.S. 112 113 114 I15 116 117 118 119 120 121 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA E dV 1 7 2017 PERMIT CENTER ca a) 0) cn E N 0 (l w Call Ts 0) Co Q) L co a-+ co 0 D U O T N —Co T co U) O C r5) .N O cuu)) L G iJ ctN a) v7 0 N CO ter` Q MEP Gel z z w HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 A Revision 1 12 May 2017 A Revision 2 16 June 2017 ARevision 3 7 November 2017 Drawn By Checked By SCREEN SHAKER ELEVATIONS & DETAILS GL' CN Project Number:DCAP.2016.486 © Col (P16273) 13 1 14 1 15 16 17 18 I 19 20 I 21 R Q P N M L K J H G F JI D1 A6 78' - 10 1/2" - GC to verify prior to start of construction Match Line Notify architect if deviation is greater than 1" GC to verify prior to start of construction Notify architect if deviation is greater than 1" II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II —I I— - II II II II II II II II II II II II II II II I I� II I I II I I II II I I I I I I I I II II II I I II Il I I Patch existing wall as needed Auditorium #9 1_379 Centerline of auditorium and screen Original Seat Count Fixed 294 Accessible 5 Total 299 Remove existing screen, frame and baffle wall Patch existing wall as needed - 6" \ IMMO Remove all existing handrails, typical G 3 1 I - 0" L_ --7 1 7 I / I I Remove all existing guardrails, t pical— — J � �y ,\ / , / 7 7 'Remove all existing handrails, typical / emove portion of existing wall as needed for new construction J H H 7 7 J J J H —H 7 --7 — .� 5'-51/2" 7 7 J — J - -I — H - -7 6' -11 1/2" __J - -H - -H - - J - -H - -7 - - J - -H 8'-61/2"� - —J - -H - —J - -H Remove all existing sea ng, typical 7 7 J 7 - -7 _—J 7 -I- - -7 __J - -H -1 7 \-1 - — H' R 11'-51/2" i H 7 7 J 7 —1 H 7 12' -11 1/2" J H - -J - -I — 1 J H — J 0" Auditorium #9 - Demolition Plan NORTH 1/4" =1'-0" 0 1' 2' 4' Existing (1:23 sloped floor) Remove existing wall covering, prepare walls for new finishes, typical Remove existing carpet, typical Remove existing base, typical Down :11_11 :1 22 1 23 1 24 Projection Equipment Room 434 I 16' -11 1/2" r 1 I I [IL _ II t---�J For Projection Booth demolition, Re: Al /A5 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.). REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 6 2017 City of Tukwila BUILDING DIVISION DEMOLITION PLAN KEY - Existing walls to remain ' - Walls to be removed z w UI rn V L C a) c a) U - 0 0 co B — 0 U 0 — J a) O A 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. 1 12 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-demolitionhoto ra hs or video: Show existing g p conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition. 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. Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission paperwork. 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. 13 14 15 16 17 18 I9 110 I 1 1 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. 112 1 13 114 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. 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. 1 15 1 16 117 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. 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. 118 119 120 Auditorium #9 Demolition Notes 1. In Auditorium #9 remove and dispose of all existing wall and floor strip lighting, existing resilient base and ceramic tile, carpet and transition pieces on floors, stairs and cross aisles. Remove resilient flooring where new topping concrete or carpet is to be installed. Leave resilient flooring in place where being built over with metal framing, decking, etc. Prepare all walls for new paint, wall covering and carpet base. 2. Refer to electrical for removal of speakers, lighting, etc. 3. Remove and dispose of all metal handrails and guardrails in Auditorium #9. 4. See ceiling plans and elevations for further demolition notes. Re ! { t all exis , }f r w tin ► r ;, Is ' p �, u; of removed a) U 0) L C w Cl)CO 71 c rn o .c il W U N — co o 0 c 0) � 0 L • o>, • o c — Y a) 0 0 a- l <2 N. 07, MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831.1262, F (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright ©2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 Permit 13 January 2017 11606 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON RECEIVED CITY (WIC W [LA Checked By FEB i02017 Auditorium #9 PERMIT cENTEtemolition Plan Al t°► lzoti AK BS Project Number: DCAP.2016.486 © Copyright 2017 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 78' -101/2" - GC to verify prior to start of construction 4' -1" 7'-7" 7'-2" 9'-11/4" 9' -0" 6'-41/2" 6' - 6 3/4" 6'-61/4" 5'-11" 5' - 3 3/4" Infill new wall to match existing construction Match Line New steel tube handrails, paint (HP -1) and brackets (HP -2), Re: Structural For typical handrail extensions at stairs, Re: A17 /A13 41/2" 4'-0"min 1 3'-6"± 2'- 3' - 4" min 5 uE All treads 12" unless noted otherwise A8 1" typical Al2 3'-0" 5" typical unless noted otherwise IMMIM c �r- N c') 0 0 1— 0 0 0 119 0 +1 M 01 01 15'-7" M CO N Auditorium #9 379 Centerline of wall radii to be along centerline of auditorium New steel tube handrails, paint (HP:1) and brackets (HP -2), Re: Structural Sit V 11� 1 " 1. O " 1• 43'-6"I 4g, -g = 1' 11 \___ Rad w gad. gad -ST `.r��� __...�.� 0 0 0 0 1- 0 0 0 K16 Opp 0 0 0 ad. 5' - 0 gad. 84 4" 0 0 0 0 0 L L L L r 0 ists 3'-6" Centerline of auditorium and screen a) New screen and frame by others 1 NI I it 1- /- # I C Maintain existing or provide new full height black acoustical insulation (duct liner or material per owner) to all walls behind screen} < Sidewalls - 2" minimum 3 I 1 Li sly fx1:11 Ott New steel tube handrail, paint (HP -1) and brackets (HP -2), Re: Structural 2 1'-4" L 9'-7 0 0 Lr L L Lr 0 0 0 L 4'-3" r L r6'-7" 0 0 L 0 0 L L r8'-11" 0 0 SI 0 0 L L 0 L 0 -6' 3 3 L L13 Al2 Typ 6'-3" L 0 IBM 0 0 L 0 0 es% as 0 0 6' 3" 0 0 L13 1 Al2 Typ 0 "Zo K16 0 0 0 0 0 1st 0 0 0 0 0 - 0" Al All treads 12" unless noted otherwise 0 0 0 0 0 sisolosOlon M Projection Equipment Room 434 6 L r O 13' 7" 1111r1111 C eal 0 0 11111 1111 6'-3" :�5" Th MEP C7 HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA lEngineering 6 71 7 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 E N U L o � Y fi) rn c 0) 0 0 N 0 cu c CY)•L o Ir._ c 2 U) c — Y 0 m ca ¢~ Construction Wi Th New steel tube guardrails, paint (HP -2), Re: Structural typical 0 0 0 0 0 0 5' - 0" 0 0 0 0 0 0 0 0 Nan ati 0 5" typical unless noted otherwis 111 1" typical A6 0 0 0 co For Projection Booth floor plan, Re: A9 /A5 0 0 barli11 5' - 11" E (1:13 ramp) Down 4 1/2" Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rmit 14 December 2016 14 December 2016 3 20 New steel tube handrail, paint (HP -1) and brackets (HP -2), Re: Structural lnfill new wall to match existing construction For typical handrail extensions, Re: A17 /A13 Existing door to remain, paint (HP -2) auditorium side only New ramp over existing sloped floor New steel tube handrails, paint (HP -1) and brackets (HP -2), Re: Structural REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 nit 11606 City of Tukwila BUILDING DIVISION REGISTERED RCHITE Tv(ztt. STATE OF WASHINGTON 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 Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2010 ADA Standards for Accessible Design section 221.4 and 802.4 CI 400 Auditorium #9 - Floor Plan Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space RECEIVED TY OF TUKWILA Dy 2017 `7\ All existing auditoriums in the theatre complex have an assistive listening system; it will be maintained and motified as needed in this aqditorium enovatio NORTH Auditorium #9 Floor Plan 2 4 10 11 12 13 14 15 16 17 18 19 20 21 AK BS Project Number: DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 A6 1 Q 8'-3" Q Recenter existing exit sign over new opening, recess in new acoustical panels 8'-3" 8'-3" 8'-9" 8'-9" 8'-3" 8'-3" 5'-8" 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and ter-ler—exit-stairways- & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharg: • New (4 ea.) QSC GP218-SW sub woofers, ---Re: Structural for speaker mountings— co Existing sloped ACT ceiling to remain . Patch, repair and replace as needed co 0 78' - 10 1/2" L Existing sloped ceiling Centerline of {- auditorium and screen New HLS ceil ng light tracks, verify final locations with Tempo, Re: Electrical c Existing can lights to remain, trim rings to be matte black, paint as needed, typical New (14 ea.) QSC SR -1290 surround speakers, Re: Structural for speaker bracket attachment, confirm all final speaker angles with AMC 0 For Projection Booth RCP, Re: -A17 -/A5 M co Existing supply diffusers and return air grilles to remain, typical i I S M co 8'-3" 5' - 8" New (10 ea.) SLS Audio DH -SLS -L sidewall speakers (90" height), typical. Re: Structural for speaker mounting Recenter existing exit sign over new opening, recess in new acoustical panels New (2 ea.) SLS Audio DH -SLS -M sidewall speakers (71" height), typical. Re: Structural for speaker mounting Auditorium #9 - Reflected Ceiling Plan 1/4" =1'-0" 2 1' 2' NORTH 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.). 4 10 11 New (10 ea.) SLS Audio DH -SLS -S sidewall speakers (43" height), typical. Re: Structural for speaker mounting Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT" and "2017-0112 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT" received 12 January 2017. Note: Before removal or installaiton of tritium exit signs, email Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission paperwork. 12 13 14 15 16 17 18 19 20 u-1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 NV City of TuiHSa BUILDING DIVISIO 0 LIGHTING LEGEND 0 0 • Can Light Egress Light Wall mounted exit sign 2 x 4 fluorescent troffer RE CITY 0 MA PERM Q) o asap =MI 73 2 a) c rn o c U 1 E (7)L V o c N 0 Uii 00 N m a) 0 CDU — Y a) V) ami � ter-- .< 07; `¢0 MEP HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM is lEngineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831 -1262, F; (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised miit 14 December 2016 14 December 2016 3 - i n,. ° 20 21 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLE T STATE OF WASHINGTON CEIVED F TUKWILA 18 2017 T CErikritiR Checked By 5 \,.5\:/)Dt1 Auditorium #9 Reflected Ceiling Plan A3 AK BS Project Number: DCAP.2016.486 © Copyright 2017 2 1 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 3 4 5 6 7 8 9 w e) 0 . I 110 111 .112 1 13 1 14 1 15 1 16 1 17 Floor power receptacle i ( 0 0 Centerline of auditorium and screen Recessed floor junction box for transducer speaker connections D Note: All dimensions to center of floor boxes Floor power receptacles Re: Electrical Recessed floor junction box for transducer speaker connections Re: Electrical Auditorium #9 - Floor Box Location.:.: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 2011 MEP z . � w HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA i Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park; KS 66202 F: (913) 831.1.262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised milt 14 December 2016 14 December 2016 3 20 11606 REGISTERED ARCHITECT RECEIVED CITY OF TI. KWILA MAY 18 PERMIT CE 2017 JANA ELLYCE BEE TRIPLE STATE OF WASHINGTON NTER Drawn By City of Tukwila A6 18 1/4" =1'-0" 19 20 21 5 \(-A AK Checked By BS Auditorium #9 Floor Box Locations A4 Project Number: DCAP.2016.486 © Copyright 2017 M 4 5 6 7 8 10 11 12 13 14 15 16 17 18 i 19 20 21 22 23 24 M1 Provide 1/4" allowance for panel reinstallation Rear wall acoustical panel Field verify thickness Existing multiple layers of 5/8" gypsum board 1/4" 2" 6 1/8" Existing 5/8" gypsum board Existing metal studs Auditorium Side a) a) w aa)) Reference Elevation Verify with Dolby Existing acoustical bat insulation Prefabricated Metal Port Assembly c/) A5 1 1/2" =1'-0" 0 2" 11 8" J9 Fire treated 2x wood frame surround Dolby prefinished flat black metal projection port. Booth Side Set frame (head, sill & jambs) in Pecora Acoustical Sealant, Continuous. Wrap sealant up sides of frame. Window to be installed with handles on booth side Note: All wood used shall comply with all local & national codes governing this project. M9 1'-1"R.O.- 3'-9" Q 5'-11"R.O. EQ EQ / New projection port window provided by Dolby New view port window provided by Dolby I I L — J 0 U) d r P L_ J Infill opening with wall construction to match existing wall Remove existing projection window R.O. - Rough opening dimension Projection Booth - Port Wall Elevation A5 1/2" =1-0" 0 6" 1' 2' Centerline of auditorium and screen �► Confirm Dolby Projection/Port Windows with AMC prior to framing rough openings. Dolby layout shown received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - PLAN SECTION" received 12 January 2017. O asa) c 2 c rn o c U O c) L CO O N U 0° —( co 0 a> r C CO O) •� 0 of a) ii' MEP Existing audio rack to be removed, store or ship per Owner Existing projector to be removed and stored as directed by Owner Remove exisitng projection window Projection Equipment Room L434 16'-111/2" -11 II [I I I I LE--- Projection Booth - Demolition Plan NORTH 1 1/4" =1'-0" 2 l , i 1' 2' 4' (2) Dolby laser projectors and stands on Christie floor mounted projection transport track system. Verify installation height with Owner t� Centerline of auditorium and screen New projection port window provided by Dolby centered on screen New view port window provided by Dolby Projection Equipment Room L434 I 2'-0" — — 16'-111/2" Laser Rack #2 Projector o #2 Projector _J #1 Speaker LED cabinet, Re: Electrical Projection Booth - Floor Plan J 9 O Laser Rack #1 2'-0"1, J M9 I L _ NORTH IJ Projection Booth - RCP (8'-0" Existing ACT ceiling to remain, Re: MEP for ceiling work / RE CITY 0 1/4" = NORTH REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2t3 2011 C BUI MA PERMI HOSS & BROWN• 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.cotn Structural P M A lEngineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, P: (913) 831-0148 www.pmaengineerin.g.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 rmit 3 - 20 ARevision 1 12 May 2017 CEIVE F TUK 18 2017 T CENTER Drawn By 11606 REGISTERED ARCHIT CT JANA ELLYCE BEE TRIPLE STATE OF WASHINGTON AK Checked By 0 1/4" = 18 9 10 11 12 13 14 15 16 17 0 1 '11 A I 19 20 21 23 BS Auditorium #9 Projection Booth Plans A5 oject Number: DCAP.2016.486 © Copyright 2017 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 R Q P N M L K1 Remove all existing acoustical panels, wall base and wall sconces, typical entire auditorium. Install new 2" acoustical panel system with black fabric (WPF-1), patch original wall as required New projection and view port windows, provided by Dolby New SLS wall speakers with custom red LED lights accenting each woofer, typical. Re: Ceiling Plan for sizes and Structual for mounting //////////////////////////`///////////J/////////// New wall covering (WC -1) New carpet (CP -1) on vertical face Auditorium #9 - Rear Wall Elevation 1/4" = K J H G F E 0 — a) L COI D_ UI rn -a C c.) CO co B - 0 J a) A A2 Al A2 Black termination trim at wall covering 0 1' 2' 4' LO 0 ra ct L ai M N I I 1) U) CD Co E CU C) CO Paint existing wall (P-1) ///////////////////Z////, /////////////////// / . /////////////////////////////I/////////////////////////////; New steel tube guardrails, paint (HP -2), Re: Structural Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT" and "2017-0112 0 -DC AMC SOUTHCENTER - SHAKER LAYOUT" received 12 January 2017. Confirm Dolby Projection/Port Windows with AMC prior to framing rough openings. Dolby layout shown received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - PLAN SECTION" received 12 January 2017. K16 5/8" Poplar wood trim with eased edges, paint (P-1) New wall covering (WC -1) Auditorium #9 - Guard Wall Elevation 1/4" = 1'-0" A2 Existing ceiling to remain iIAIA!WM/MI/MI�ififAMAI IMA New carpet base (CP -1) 0 1' 2' 4' Re: Ceiling Plan and Structural for ceiling speakers New steel tube guardrail, paint (HP -2), Re: Structural New SLS wall speakers with custom red LED lights accenting each woofer, typical. Re: Ceiling Plan for sizes and Structural for mounting Ex sting exit sign to remain, recess in new acoustical panels New steel tube handrail, paint (HP -1) and brackets -(HP -2), Re: Structural New steel tube handrail, paint (HP -1) .. and brackets (HP -2), Re: Structural. Open to beyond Line of existing auditorium floor and risers New recliner love seat, typical M New wall covering (WC -1) New carpet base (CP -1) Dimensions taken at centerline of auditorium, this string only New wall covering (WC -1) New carpet base (CP -1) New risers and knee walls, shown hatched Pro'ection 16'-111/2" REVIEWED FOR CODE COMPLIANCE APPROVED MAY a 2011 City of Tukwila BUILDING DIVISION Entry/Lobb 0' Screen Floor -2'-6" a) CI) a) Construction co a) 0 0 C 0 a) -C i E 0 0 L a) 61) a) 0 0 N co Ct' O cts r` 075 MEP 11w HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park; KS 66202 P; (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rmit 14 December 2016 14 December 2016 3 - . ;.. 20 11606 RECEIVE CITY OF TUK MA PERM Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ATMOS OUT" an,," 017-0112 0 -DC AMC SOUTHCENTER - A _ T rrs,-d12Ja 17 Auditorium #9 - Section/West Elevation 1/4" = 0 1' 2' 4' 1 I2 I4 18 2017 T CENTER Drawn By REGISTERED ARC TECT JANA ELLYCE BEE TRI LETT TATE OF WASHINGTON AK Checked By BS Auditorium #9 Section/Elevations 15 16 17 10 11 12 13 14 15 16 17 18 19 20 21 6 ct Number: DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F o E a) of J D — w rnl -O CL a) a) to c0 co B 0 U O J a) Lt 0 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 New wall covering (WC -1) ti a) g IX cB •c WCno aami a) co co LO . i o 0 ii En_ 73N 2 •Qu) CV 5/8" Poplar wood trim with eased edges, paint (P-1) New steel tube handrail, paint (HP -1) and brackets (HP -2), Re: Structural New red LED aisle lighting, Re: Electrical All treads 12" unless noted otherwise New carpet base (CP -1) MEP t., HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262. F: (913) 831-0148 www.pmaengineering.com K16 Auditorium #9 - Guard Wall Elevation A2 1/4" =1'-0" 0 1' 2' 4' Remove all existing acoustical panels, wall base and walls sconces, typical entire auditorium. Install new 2" acoustical panel system with black fabric (WPF-1), patch original wall as required Existing ceiling to remain New SLS wall speakers with custom red LED lights accenting each woofer, typical. Re: Ceiling Plan for sizes and Structural for mounting New wall covering (WC -1) New red LED lighting to be installed at all stair nosings, Re: Electrical: New steel tube handrails paint (HP -1) and brackets (HP -2), Re: Structural Existing exit sign to remain, recess in new acoustical panels 0 U i O 0 a) 0) a) 0 O .a) C U a) 2 Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rmit E 0 0 u) U) t3) C a 0) O O 00.N U 6 u, C Y a) O 3 C cis 0 14 December 2016 14 December 2016 3 -� 20 All treads 12" unless noted otherwise New wall covering (WC -1) Open to beyond 4' - 0" typical Line of existing auditorium floor and risers New carpet base (CP -1) H1 Paint existing wall (P-1) \Al2 REVIEWED FOR CODE COMPLIANCE PPROVED 11606 New red LED aisle lighting, Re: Electrical Black termination trim at wall covering MAY 2 6 2017 City of Tukwila I BUILDING DIVISION RE CITY C MA PERM CEIVE F TUK 18 2017 CENTER Drawn By Checked By New carpet base (CP -1) New red LED aisle lighting, Re: Electrical Auditorium #9 - East Elevation 1/4" =1'-0" o'er 1 2 Confirm ATMOS Design with AMC prior to installing and aiming speakers. ATMOS layout received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ATMOS LAYOUT" �,.s "2017 1112 0 -DC AMC SOUTHCENTER - R 0 ived 1 10 11 12 13 14 15 16 17 18 19 20 21 23 REGISTERED ARCHITECT / CJS JANA LYCE BEE TRIP ETT STATE OF WASHINGTON mviAl Auditorium #9 Section/Elevations A7 AK BS Project Number: DCAP.2016.486 © Copyright 2017 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Centerline of speaker bracket, typical Extend plywood blocking 8'- 3" Q 8'-3" Q 4'-9" ! 4'-9" 8'-3" 8'-3" above existing ceiling, typical 1D Remove top layer 5/8" gypsum \ board and replace with 5/8" plywood sheathing, Re: Structural H 2' - 8" typ) as d ca O////////////////////////////////////////////////////////////%00////////////////////////////O////1//,//////////////////////////////////////////////////O/////////////. Centerline of auditorium and screen MEP New SLS wall speakers with custom red LED lights accenting each woofer, typical. Re: Ceiling Plan for sizes and Structural for mounting Screen Floor -2' - 6" HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park; KS 66202 P: (913) 831-1262, P: (913) 831-0148 www.pmaengineerin.g.com Auditorium #9 - Rear Wall Speaker Blocking 1/4" =1'-0" 0 1' 2' 4' 5' - 8" 8' - 3" 8'-3" Q 8'-9" c. 8' - 9" 8'-3" 8'-3" 8'-3" Centerline of speaker bracket, typical (-2' - 8" typ L— P L_ H H H New SLS wall speakers with custom red LED lights accenting each woofer, typical. Re: Ceiling Plan for sizes and Structural for mounting H H E U — a) 73 cal D_ W Ul rn C a) C a) -C co (5 B _ 0 J a) tU A a)CtiVJ L cD c al of C 0 c o L U)0 C O o 00° — c6 Co to E2 O Z.• :1 -- c ▪ a) • w '1"c" ▪ )U c ns — Y 0a) O C >, ter` Q 0 Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 14 December 2016 30% Review Revised 14 December 2016 rmit 3 . . .a 20 ARevision 1 Remove top layer of 5/8" gypsum board and replace with 5/8" plywood sheathing, Re: Structural N /// M % 000 CO N 11606 Plywood speaker blocking locations are typical for both sides of auditorium, Re: Structural for additional speaker mounting requirements RgCEIVE CITY OF TUK /////////// 2/////// I MAY 1 8 2017 PERM T CENTER Drawn By AK Checked By BS Screen Floor 2'-6" N - MAY 2 ZDVT Al Auditorium #9 - Sidewall Speaker Blocking PA1 1/4" =1'-0" o i 2' 4' 1 2 3 4 10 11 12 13 14 15 16 17 18 19 20 21 12 May 2017 REGISTERED ARCHITECT its✓/, JANA ELLYCE BEE TRIPL T I STATE OF WASHINGTON Auditorium #9 Speaker Blocking A8 Project Number: DCAP.2016.486 © Copyright 2017 E a) -o J D F– — U rn C a) c oo B — 0 U O J d A 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 J1 Existing ACT ceiling to remain, paint (P-1) or replace with black grid and tile Infill gypsum board ceiling to match existing New can light, Re: Electrical Entry Portal - RCP A6 1 1/4" = 0 1 2' 4' NORTH Paint existing gypsum board ceiling (P-1) Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish Remove existing illuminated auditorium number, Re: Electrical Remove portions of exisitng soffit as needed for new work Relaminate existing trash cabinet (PL -1), paint wood trim (P-1) New steel tube handrails, paint (HP -1) and brackets (HP -2), Re: Structural Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) Install new TAN signage, Re: All /A13 Existing adjacent finishes to remain, patch and repair as needed Install new TOS signage, Re: A11 /A13 / J9 A13 Match Line v J13 Down Extent of new carpet Monitor by others, Re: Electrical - New ramp over existing Existing fire extinguisher cabinet to remain Entry Portal - Floor Plan A6 1/4" =1'-0" 0 1' 2' 4' NORTH Existing doors to remain, paint doors and frame (P-1) Existing doors to remain, paint doors and frame (P-2) with eggshell finish Existing adjacent finishes to remain, patch and repair as needed Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) Confirm Dolby Entry Portal Design with AMC prior to fabrication. Dolby Entry Portal Design shown received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ENT" received 12 January 2017. Note: Signage fabricator to get all final sign elements (logo, lettering, etc) with dimensions and placement from Dolby through AMC. a) U 0 tti cD a7 (U 2 a) 0) CU 0) O O co N N —Co co 6 U)0 c 0) L m o o u9 L o> a)0 mcn as — u a) ccl ¢~ 0 Construction MEP . cu HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.cotn Structural PM A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913)1)31-1262, F: (913) 831-0148 www.pmaengineering.com N /\ Remove existing prepare walls for Prepare existing trash cabinet for new finishes wall covering, new finishes, typical Extent of carpet to be removed Remove existing handrails (9'-10") Remove existing Remove existing carpet, typical base, typical \ Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rmit 14 December 2016 14 December 2016 3 -, 20 \ \ (10'-6") Down Match Line IMMI - - - 11606 / REGISTERED ARCHITECT C- JANA ELL CE BEE`1 RIPLE STATE OF WASHINGTON Entry Portal - Demolition RCP 1/4" =1'-0" 2 NORTH Remove existing mini marquee, patch and repair wall as needed, Re: Electrical Remove existing can lights, Re: Electrical REC CITY OF MAY PERMIT 0 1' 2' 4' 4 10 11 12 Entry Portal - Demolition Plan 1/4" =1'-0" 13 14 15 0 1' 2' 16 NORTH 17 REVIEWED FOR ODE COMPLIANCE APPROVED MAY 2 2017 18 19 20 21 EIVED TUKWILA 8 2017 C EtsgERty Checked By 6\s81 Auditorium #9 Entry Portal Plans A9 AK BS Project Number: DCAP.2016.486 © Copyright 2017 1 2 3 4 5 6 7 8 9 113 114 15 16 117 18 119 20 21 22 123 124 R Q P N M L K J1 J WALL TYPE "1" Interior Non -Load Bearing Partition Bottom of existing structure Slip track attachment C . - co ---- ------- Finish Floor Ceiling System [3] - 5/8" Gypsum board [2] - 3 5/8" Metal studs [4] - 5/8" Gypsum Board Wall Type 1 =1'-0" Description: 1. Floor and Ceiling Runners: Channel -shaped runners, 3 5/8" deep (min),1 1/4" legs, formed from No. 25 MSG min galv. steel, attached to floor and ceiling with fasteners spaced 24" o.c. max. 2. Steel Studs: Channel shaped, 3 5/8" deep (min), formed from min No. 25 MSG (min) galv. steel spaced 16" OC max. Studs to be cut 3/4" less than assembly height. At walls 12'-0" and above, use 20 GA. metal studs. Decrease stud spacing as needed to maintain smooth and even wall curvature. 3. Gypsum board: 5/8" thick, 4 ft. wide, attached to steel studs and floor and ceiling track on room side with 1" long, Type S self - tapping steel screws spaced 8" OC along edges of board and 12" OC in the field of the board 4. Joint Tape and Compound (not shown): Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first layer of compound over all joints. !Ai As stated above Monitor behind opening in panel, confirm final monitor opening dimension with AMC Paint wall beyond (P-1) - Existing soffit to remain, patch and repair existing finishes as needed Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Backlit house numeral. Push-thru acrylic auditorium number in Gustan Book font, surrounding material to be routed out and numbers to be inserted flush. Apply white translucent film to back of acrylic for frosted effect Push-thru clear acrylic lettering and logos flush with surrounding panel, apply white translucent film to back of acrylic for frosted effect, use EPS file from Dolby for logo during sign construction Fenix NTM (0720 Nero Ingo) Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Shop miter all outside corners Power and data, Re: Electrical 5" J9 Entry Portal - Front Elevation A5 3/4" =1'-0" 0 4" 8" 114" - 0" 2'-2" Existing doors to remain, paint doors and frame (P-2) with eggshell finish —� - 0" Wall covering (WC -2) direct applied to gypsum board with level 5 finish painted (P-2) Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Fenix NTM (0720 Nero Ingo) Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Confirm Dolby Entry Portal Design with AMC prior to fabrication. Dolby Entry Portal Design shown received from AMC titled "2017-0112 0 -DC AMC SOUTHCENTER - ENT" received 12 January 2017. Note: Signage fabricator to get all final sign elements (logo, lettering, etc) with dimensions and placement from Dolby through AMC. H G F E a) JI D H — z UI rn C a) U co co B — Ta J U A Al Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) Wall covering (WC -2) and track over 1" ReCore insulation Entry Portal - Side Elevation Existing soffit beyond to remain, patch and repair existing finishes as needed Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Fenix NTM (0720 Nero Ingo) Shop miter all outside corners Material transition, Re: Al /A11 Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical A9 3/4" =1-0" 1 12 13 14 0 4" 8" 1'4" 15 6 1' - 2" 7 8 Ig 110 I11 1 12 Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical Fenix NTM (0720 Nero Ingo) —•- Shop miter all outside corners Material transition, Re: Al -/-All Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) Wall covering (WC -2) and track over 1" ReCore insulation Wall covering (WC -2) direct applied ove 5/8" gypsum board with level 5 finish painted (P-2) Concealed LED tape and track at top, bottom and edge of coves, Re: Electrical REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 2011 City of Tukwila BUILDING DIVISION REC CITY OF FEB PERMIT A13 Entry Portal - Side Elevation A9 3/4" =1'-0" 13 1 14 1 15 0 4" 8" 114" 1 16 1 17 1 18 1 19 120 121 a) 0 O) i a) c a) o .'_ U co O 0) L to o c o O N • 00 ZCI r cc to 0 ivy cco a)� "a' m o .N O L +C. ) c I c —Y a� 0 c U 0) ca ¢ N. cc MEP w z k_ 911 w HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural P M A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 14 December 2016 14 December 2016 13 January 2017 11606 EIVED TUKWILA Drawn By REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLE STATE OF WASHINGTON I AK 1 0 (gird By CEIVTE Auditorium #9 Lntry Portal Elevations A10 BS Project Number: DCAP.2016.486 © Copyright 2017 R Q P N L K J H G F E a) tU J D_ F- LU rnl co C� N co co co B 0 — C.) a) 1..r - CU A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 3 14 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3 N U ca a� 1) 0 0 N 00 O c O m o ccam_ L C a U aicoU) 1 0 CD C co Construction MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. 30% Review ISSUED FOR: 14 December 2016 14 December 2016 13 January 2017 30% Review Revised .D F nit IPLIANCE )VED 2017 u DIVIS1 11606 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON CELIVS5Y F -FCS I'P-A B 1 0 2017 Auditorium #9 Entry Portal Details IIT CENTER 1 1 AK BS umber: DCAP.2016.486 © Copyright 2017 Wall covering (WC -2) .;.• =•=• « 5„ V c. «< E `' Conduit to power supply, typ. Re: Electrical and track over 1" ReCore insulation :• • :O• I y . N '"" x) :� Wall covering applied over board with level painted (P-2) 8" (or 5") (WC -2) direct 5/8"gypsum 5 finish - Light box and LED r x a Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish painted (P-2) 5 \ � «% iiiii lighting by sign fabricator, box izza all to be iiiii components metal _f „ * „ ** 3 314 4114 Fenix NTM (0720 Nero Ingo) Fenix NTM (0720 Nero Ingo) at back of reveals N r x»55 iiiii ill t, sssss 1 gat, and/or fire retardant treated lumber and sheet goods ,'-� „ LED tape and track at top = 318" 1" and bottom coves typ. _I_ r17: 1 _J -, _ _ \ = " _� n- �� " ' Re: Electrical s�%='=� 1 1,, I _ M r LED tape and track at top and bottom coves typ. .iii iiiii ,:. —i— J — ♦ - �, r ",, , � .,- ;" • ♦ — Wall covering (WC -2) and track over 1" ReCore insulation S 2222 Re: Electrical ki. i • ?�??s?22;?;? I a Wall covering (WC -2) * Confirm this 1/16" of specified track, cover ** 1 1/4" at dimension greater LED and 5" deep lighting, tape is at than depth system Metal retardant wood sign or framing fabricator fire treated by - °O >, 3/8" fire retardant treated plywood Sign panel to be Fenix NTM (0720 Nero Ingo) Metal stud trackleast with lettering and I logos water -jet cut through full thickness, \ Where required, J -Boxes (horizontal) horizontal with flush cover plates at coves for LED lighting, typ., provide box for each power supply Re: Electrical Push-thru sign fabricator to lettering, provide access to flush with lighting and monitor apply white back of affect clear acrylic numbers and logos surrounding panel, translucent film to acrylic for frosted M19 Panel Corner Detail @ Sign M13 Horizontal Light Cove @ Entry Sign M7 LED Light Cove Detail I„ All 3” =1'-0" off , 2„ 4„ A9 3„ =1'-0" o 1 2" 4„ All 3" =1'-0" oer 2„ Wall covering (WC -2) direct applied over 5/8" gypsum board I Note: - Sign and - Final etc.) fabricator to provide access to all lighting monitor for servicing signage design (logo, lettering, dimensions, to be approved by AMC prior to fabrication with level 5 finish painted (P-2) - - _ 3 min. 16" _ 5/8", metal o.c. 25 MSG studs 5/8" gypsum board, level 5 smooth finish, paint (P-2) Wall covering (WC -2) �-' _;- -;_ ; _ 1 — _ _rr'8»or5ni\\ — _ �� _ Wall covering (WC -2) direct applied over 5/8" gypsum board with level 5 finish See plans for wall construction co to i Wall covering (WC -2) direct applied _r---„,:-, , , _ _ ,� _ _ _ _ _` 8„ over 5/8" gypsum board with level 5 finish 112"-4 M _ M I i i ;i I •11, I 1 I 1- ,, I ! \ Ceiling(where present) p t) I I I LLi I Wall covering (WC -2) direct applied over 5/8" LL. - Fenix NTM (0720 Nero Ingo) g) L\ LED tape Match existing _ T M\ \ ' I F. ;; . �o \ I gypsum board with level 5 finish painted (P-2) _ \ �1:, ® - \ _ \ c, I . L_ LL - ; ; - I O 31/2" -- and track, finishes or, L__. Provide ventilation for °O ] Re: electrical monitor and lighting I , (M13 y— i _ M13 1— , , M7 New down lights --- - ` Re: _ -L— - A11A11 electrical - - — - 11 .. - nI II I I ,U I I I I I Monitor and wall mount by others acrylic Push-thru clear ac view panel over monitor >_ z See plans for wall construction * Confirm is at least than depth LED lighting, an tape ** 1 1/4" this dimension 1/16"greater of specified track, cover at 5" deep system Fenix NTM ( 0720 Nero Ingo)Re: -o LED tape and track at top and bottom coves typ. electrical : � Where required, J -Boxes (horizontal) with flush cover plates at coves for LED lighting, typ. Provide box for each power supply Re: Electrical See for j ? <_ i- - Jevations Light box and LED lighting by sign fabricator, all box components to be metal and/or fire retardant treated lumber and sheet goods Push-thru clear acrylic lettering, numbers and logos flush with surrounding panel, apply white translucent film to back of 3 5/8" ;tel" plans wall construction- Re: Elevations Fenix NTM (0720 Nero Ingo) — Metal or fire retardant treated wood framing by sign fabricator\— G1 Vertical Light Cove @ Entry Sign ✓ 318"< 16" ;- K c o ca a) w a; 3 5/8", 18 MSG min. metal studs o.c. , iw _ - as acrylic for frosted affect 5/8" Gypsum board with level 5 finish,_ pack out behind gyp. near joint to bring finish face near to flush with adjacent ` C i 3/8" fire retardant treated plywood , I L \-1. �' _/. J -boxes for electrical and data Re: Electrical fabric panel,paint _- -, ...:.•.,.,.• -- ...iv••.•• Provide mudable vinyl, kk J -bead at edge of gyp. bd. Paint reveal (P-1) 1/4" - Sign panel to be 10 mm Fenix NTM (0720 Nero Ingo) with _ ra � 1 = ,= flLED =at : \ ` Wall covering (WC -2) and track over 1" ReCore insulation5/8" Conduit to power supply, typ. Re: electrical Where required, J -Boxes (horizontal) with flush cover plates at coves for lighting, typ. Provide box for each power supply Electrical lettering and logos water -jet cut through full thickness REVIEW a CODE COR APPRE rq „ ">_ =- fire retardant treated plywood in lieu of gypsum board behind panel framing Where required, J -Boxes (horizontal) with flush cover plates at coves for LED lighting, typ. Provide box for each power supply Re: Electrical Wall covering (WC -2) and track over 1 ReCore insulation .S0</ Metal or fire retardant treated wood framing by sign fabricator MAY 2 ( Framing by sign fabricatorF33 .._. ,: . 518" fire retardant treated plywood in lieu of gypsum board behind sig f box framing and Fenix NTM panels city of I BUILDING :•�.,;•y;.;.;• •••-•• .... kk Fenix NTM (0720 Nero Ingo) 1/4" ra 1 1 � � Where required, J -Boxes (horizontal) with flush cover plates coves for LED lighting, typ. ProRe: Re: vElectricalide ox or each power supply .9 mm Fenix NTM (0720 Nero Ingo) at back of reveals Wall covering (WC -2) and track over 1" ReCore insulation , 1 . '>_ LED tape and track at top and bottom coves typ. co 1 1 „ I LED tape and track at top and bottom coves typ. LED tape and track at to p Framing by sign fabricator = \ N L� r, � and bottom coves typ. Re: Electrical _ \ N r LL' '{/ Re: Electrical \ rL' 1 A_, r_,= Re: Electrical Fenix NTM (0720 Nero Ingo) 1/4 „ ' Wall covering (WC -2) direct applied over 5/8"gypsum board with level 5 finish painted (P-2) _ _ Wall covering (WC -2) direct applied over gypsum board with level 5 R finish CITI° _ �o5/8" _ Fenix NTM (0720 Nero Ingo) 9 mm Fenix NTM (0720 Nero Ingo) at back of reveals NOTE: THE BACK OF ALL3" �� Wall covering (WC -2) direct applied 1, 3„ /Note: 5" \ F over 5/8" gypsum board with level 5 finish - 5" \ floor REVEALS TO BE BLACK / / 5" (or 2") Note: all surfaces to be painted (P-2) before direct applying wall covering (WC -2) Note: all surfaces to be painted (P-2) before PERI direct applying wall covering (WC -2) Gypsum board must be tight to without gaps, direct applied fabric will not bridge gaps A19 Entry - Sign Panel •.k{ A13 Entry - Flat Panel A7 Entry - Fabric Panel Al Material Transition Joint Details A10 1 1/2" =1-0 0 2"4 8 A10 1 1/2" =1-0 02" 4 8 A10 1 1/2" =1'-0" 0 2" 4" 8" 0 .1" 2" 4" 1 2 3 14 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3 N U ca a� 1) 0 0 N 00 O c O m o ccam_ L C a U aicoU) 1 0 CD C co Construction MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. 30% Review ISSUED FOR: 14 December 2016 14 December 2016 13 January 2017 30% Review Revised .D F nit IPLIANCE )VED 2017 u DIVIS1 11606 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON CELIVS5Y F -FCS I'P-A B 1 0 2017 Auditorium #9 Entry Portal Details IIT CENTER 1 1 AK BS umber: DCAP.2016.486 © Copyright 2017 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Fire retardant treated blocking 5/8" gypsum board to continue all the way down to metal deck V/ </ 1/2" 0o Wall covering (WC -1) Painted poplar wood cap (P-1) Powered recliners provided by owner, installed by contractor Wall covering (WC -1) Paint, (P-1) typ. Steel angle, Re: Structural Metal joist; Re: Structural Fire retardant treated plywood on metal deck; Re: Structural H1 { A8 Al2 Re: Auditorium Plans and Section Carpet base Carpet (CP -1) / (CP -1) C Light gauge steel framing Re: Strurctural Re: Structural for spacing / Typical / / / / / / 3 1/2" unfaced insulation batts r Paint, (P-1) typ. r J � Carpet base (CP -1) Re: Auditorium Section { --.1011111111111111 r., 0 anwelitelp AvArtii I k 0_ I Op_ �+ M! Platform Section A2 1 1/2" =1'-0" 0 2" 8" Existing riser and \ landing construction shown hatched\\ Wall covering (WC -1) All carpet base to have bound top edge Carpet base (CP -1) 6-1 { J 4 �+ Light gauge steel framing Re: Strurctural 1/4" gap - 3' - 0 1/2" Recess in floor or seating riser 3' -0" platform -1/4" gap 4'-0 1/2" Recess in floor or seating riser E \\ — 7 /4 // \\ // • 1'-6 1/4"` \ L ` J /'1'-61/4" •\\ // \• \ // // \\ // \\ // \\ //y/ \ Re: Double \ \ Chair Platform \ for notes \ \� / Recessed junction box for transducer speaker connections 5' C) C Single Chair Platform cv 0 All wheelchair locations designated on floor plan thusly - to have a transducer platform per these plans and details L13 Transducer Platform A2 1" =1'-0" 0 3" Platform Section Sim. (2) ea. 5' - 6 1/2" Recess in floor or seating riser 1/4" gap - (0' rC' U) C) CD U) 0 0 0 U) "Buttkicker" 3 transducers by others O N� \ / Illuminated r=� \ \ seat numbers / / \ \ /—\ / /�__ \(\ \ ) /� �/ �\ /7 \\ // \\ // \ \ / / \ \/ / ( f, / ^ /2'-91 /4" / 7 \\ \\ \ (2) layers /-`2/ t\ attached to steel frame with //// \ 'countersunk screws 8" o.c.,/ Recessed junction box for transducer speaker connections �\ /// 2'-111110 / \\ of 3/4" plywood / / \ \,\ \\ \\ \\ Av �i j, 9.. j,i // i, \\ / \ / VL vl L --_J L IV "Buttkicker" transducers by others G13 1y \ .i 0 0 For recess in plywood & mtl. stud framing rr,\ rte\ Double Chair Platform L—_ Recessed junction ox Platform Section rc Floor lighting transition strip at edge of recess per plans, typical (4) ea. "Buttkicker" transducers by others Rubber isolators under platform frame aAk Platform Section Welded 1 1/2" square tube steel platform frame For recess in topping concrete G13� Al2 E D C 2 3 4 5 6 Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. Metal stud framing and attachments; Re: Structural A13 Al2 1/2" / Painted poplar wood cap (P-1) Fire retardant treated blocking Wall covering (WC -1) 5/8" gypsum board, Paint back wall (P-1) Typical 31 /2" unfaced insulation batts ftt Carpet (CP -1), Typical Framing and attachments, Re: Structural Carpet base (CP -1) tlit N \\\\\\\\\\\\\\\\\\\\\\\ A8 Stair Section to Knee Wall A2 1 1/2" = 0 2" 44" 9 10 11 I 12 Floor lighting transition strip at edge of recess per plans, typical Fire retardant treated blocking & plywood Decking and framing per plans Floor finish Floor finish, wrap around edge of plywood Welded 1 1/2" square tube steel platform frame (2) layers of 3/4" fire retardant treated plywood attached to steel frame with countersunk screws 8" o.c. "Buttkicker" transducers by others One (1) continuous sheet of 6 mil polyethylene in bottom of recess to run up all four (4) sides and continue out to a minimum 18" around perimeter of recess for spill protection G13 Transducer Platform Detail Al2 3" = Rubber isolators attached to tube frame with machine screws, Offset isolators from center of tubes at perimeter to maintain 1/4" gap For recess in plywood & mtl. stud framing Welded 1 1/2" square tube steel platform frame (2) layers of 3/4" fire retardant treated plywood attached to steel frame with countersunk screws 8" o.c. +mac_ :<?;,t 1/4" gap M r.. • Rubber isolators attached to tube frame with machine screws, Offset isolators from center of tubes at perimeter to maintain 0 0 3 1/2" unfaced insulation balls Guard wall beyond Painted poplar wood cap (P-1) Metal studs framing and attachments, Re: Structural All carpet base to have bound top edge Carpet base Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and deck, install per manufacturer's recommendations. 4 a W I 4.9 Wall covering (WC -1) Carpet (CP -1) Typical Fire -treated plywood on metal deck; Re: Structural Black vinyl termination piece at site cut carpet edges Step lighting; Re: Electrical A13 Stair and Floor Mounted Guardrail 13 I 14 I 15 I 16 I 17 I 18 19 Floor finish, wrap around edge of plywood Floor lighting transition strip at edge of recess per plans, typical New concrete topping slab 18" min. Floor finish —N • ' One (1) continuous sheet of 6 mil :,polyethylene in bottom - of recess to run up all ,4:continue out to a minimum 18" around perimeter of recess for spill protection steel angle frame around entire perimeter of recess anchored in concrete and screwed to framing Platform hinges on carpet for maintainence Existing concrete floor per plans For recess in topping concrete Carpet Hinge REVIEWED FOR CODE COMPLIANCE APPROVED A20 A7 Unless indicated otherwise on elevations :X XX) MAY P. 2011 Fabric wrapped acouilk of Tute..wita panels (WPF-1 BUILDING DIVISION Wall covering ONC-1) Wall -mounted handrail, paint (HP -1); Re: Structural Handrail support and wall bracket, paint (HP -2) Usher light, where occurs Re: Electrical Wall covering (WC -1) Low voltage aisle lighting J -Box Mount at height shown. Re: Electricah EC E IVE D CITY OF TUKWILA .1 5 0 e OE CD cs 00 107) (13 o 052 4C) 12 N. Construction MEP 601 HOSS BROWN 11205 West 79th Street Lenex.a, Kansas 66214 (913) 362,9090 phone Structural PMAI Engineering 671 7 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright ©2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rut 14 December 2016 14 December 2016 3 20 11606 REGISTERED ARCHITECT All carpet base to have bound top edge Carpet base (CP -1) Re: finish plan Finish floor; Re: finish plan Theatre Side Wall 20 I 21 0 2" 4" Det Elevation of floor, ramp, landing or stair nosing JANA ELLYCE BEE TRIPLET STATE OF WASHINGTON MAY 1 8 2017 PERMIT CENTER Drawn By Checked By vion Auditorium #9 Auditorium Details I 22 23 12 AK BS mber: DCAP.2016.486 Copyright 2017 2 i3 ,4 ,5 ,6 ,7 ,8 ,9 ,10 11 12 , 13 14 , 15 16 17 18 19 20 21 , 22 , 23 24 Attach all seating to seating risers with 18 gauge, 1 1/2" x 1 1/2" x 1 3/8" galvanized steel angles (painted black) at all 4 corners of each seat. Connect with 1 1/4" #8 wood screws; 1 into seating frame and 1 into fire retardant treated plywood riser decking at each angle. Seating Floor Attachment Not to Scale Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project 5/8" Poplar wood trim with eased edges, paint (P-1) New wall covering (WC -1) New, red LED stair lighting to be installed at stair nosings Re: Electrical 4" Carpet base (CP -1) with bound top edge G17 Auditorium Finishes and Details Not to Scale REVIEWED FOR �l E COMPLIANCE APPROVED MY 262011 Tactile Occupancy Sign(s) with raised characters - Replace Ill/(f and 00 00 A with actual approved maximum occupant load - Locate per plans and/or elevations where designated with "TOS" - Black sign with white raised lettering and numbers (factory finished) Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project Brackets, paint (HP -2) AU 'I k UM CCU-°ANCY ••.Y Acoustical panel system with black fabric (WPF-1) Where handrails terminate rail extension to be 1'-3" beyond top and bottom stair edge, typical, unless noted otherwise on plans or elevations D C B Steel tube handrail, paint (HP -1) Re: Structural New, red LED stair lighting to be installed at stair nosings Re: Electrical MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA Engineering 6717 Shawnee Mission Pkwy Suite 100. Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering,com (n E o a) al 0) (ti (Cf a) O) 0) O cciO N c0 CNh L;7° T CD } C}�) V ^' O W o2 o •L 411 U C U) «3 — a) o N ctS L IJJ Construction Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised rmit 14 December 2016 14 December 2016 13 -• 20 Wall covering (WC -1) New wall covering (WC -1) 11606 Tactile Auditorium Number plaque(s) with raised characters - To be mounted to entry door frames, locate per plans and/or elevations where designated with "TAN" - Raised number and background plaque to be same color and match color of door frame (factory finished) Red LED aisle lighting; Re: Electrical R CITY ECEIV OF TUKWILA Y 18 2017 ITG `gR Checked By REGISTERED ARCHITECT JANA ELWITEE RIPLET STATE OF WASHINGTON 12" Carpet base (CP -1) with bound top edge Paint (P-1) Carpet (CP -1) Power and cabling PER for seating Re: Electrical All typeface: Futura Md Bt (medium) 4" Carpet base (CP -1) with bound top edge All Tactile Occupancy Signage A17 Auditorium Finishes and Details 6" = l'-0" 0 1/2" 1" 2" I I 12 13 14 15 16 17 I8 Ig 110 Not to Scale 1 16 17 1 18 1 19 120 I 21 Auditorium #9 Auditorium Details A13 AK BS Project Number: DCAP.2016.486 © Copyright 2017 R Q P E D C B 8 10 11 12 13 1 14 115 16 117 18 119 20 121 22 23 24 1 H J 0 1 \• Auditorium #9 New Seat Count Fixed 145 Accessible 5 Total 150 D It 0 01 F 01 '_ LTLI —011:1 1rill i! 0rti: 1 � 1112LL 111L El"7— 1i— isit ag L1111117 n 1 Nit 15 16 4.° ; L L D 0 2 0 0 L 3 0 Projection Equipment Room L434 L 4 0 0 5 0 6 L L L L 0 0 L L L L P L 7 0 8 0 r L L L 0 0 11 0 12 L L L f L L L 4 l' 15 16 111 L L L L L L L J Auditorium #9 - Seat Numbering Plan 1 A6 1 1/4" = 1'-0" 2 NORTH 0 1' 2' 4' 3 4 5 6 7 8 Indicates a Designated Aisle Seat with fold up aisle side armrest and identification marker per 2010 ADA Standards for Accessible Design section 221.4 and 802.4 REVIEWED FOR CODE COMPLIANCE APPROVED NAY 262017 City of Tukwila BUILDING DIVISION Indicates a Companion Seat provided shoulder to shoulder next to a wheelchair space All existing auditoriums in the theatre complex have an assistive listening system; it will be PERMI maintained and motified as needed in this auditorium renovation REC CITY OI✓' FEB U t) L � Y 2 criN cn 13) cn 0 0 00N II U c U) —Y 0) y o >, ct 1,3 Construction MEP z HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362.9090 phone mail@h-be.com Structural PM A Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 30% Review 30% Review Revised Permit 14 December 2016 14 December 2016 13 January 2017 REGISTERED ARCHITECT ( JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON l 1-N(-20 TU Malik 1 0 2017 Auditorium #9 CENTERSeat Numbering Plan A14 AK BS Project Number: DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F 10 11 12 13 1 14 115 16 17 18 19 20 21 22 123 24 MEP 0 \\ \\ jj /. / `- .//\ X �j /\ j�\ `'\ ,'for finishes on low walls,;` Re: H 1 vtAl2 / /L \i HOSS & BROWN 11205 'West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural W z 0 z PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P; (913) 831-1262, F; (913) 831-0148 www.pmaengineering.com f 0 El E A6 a) a) 01 J D_ F- rnl CO C a) c U s co co B - 0 0 J a) A_ 1 /\\ \i" \i \... j A 1 1I IIS II.-I_� It l N FINISH PLAN KEY: Resilient Base, 4" High Floor finishes CP -1)< Auditorium #9 - Finish Plan NORTH Carpet row letter inlays (CP -2), typical Stair risers to have same carpet as treads, typical Carpet Base, 4" High (CP -1) 30oz. Black Carpet Base, 12" high or up to wall mounted light strip unless noted otherwise on elevations (CP -1) 30oz. Black Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. 3/16" =1'-0" 0 1'4" 2'8" 5'4" DOLBY CINEMA FINISH LEGEND: P-1 ISSUED FOR: 30% Review 30% Review Revised Permit Paint (BLACK) Manufacturer: Benjamin Moore Color: "Black" 1-80 Sheen: Matte at walls, Semi -gloss at doors P-2 Paint (FLAT BLACK) Manufacturer: Benjamin Moore Color: To match RAL 7021 "Black Grey" Sheen: Eggshell P-3 Paint (GRAY) Manufacturer: Color: Sheen: WC -1 Wall Covering Manufacturer: Melfabco Series: Tiara Wall Carpeting Color: Onyx Flammability: Class A, ASTM E84 NFPA 701-2004 Benjamin Moore "Heartstone" 1601 Flat finish, (use medium nap roller) 2 '3 4 WC -2 Acoustical Wall Covering Fabric: Manufacturer: Wolf Gordon Series: Felt 605AW, anti -microbial Color: Black Coal Flammability: Class A, ASTM E84 NFPA 701-2004 CP -1 Black Floor Carpet 1 Manufacturer: Durkan Series: =;.- Accents III, cut pile solid Color: 7234 Black Flammability: Class 1, ASTM E648 CP -2 Carpet Letter Inlay 0 i— Manufacturer: Durkan Series: Accents III, Pattern: D33279 Color: Red, per pattern Flammability: Class 1, ASTM E648 VCT -1 Vinyl Composition Tile: Manufacturer: Armstrong Series: Imperial Texture Standard Excelon Color: Classic Black 51910 Size: 12"x12" 5 6 '7 WPF-1 Acoustical Wall Panel Fabric: Manufacturer: Melfabco 14( Series: 8oz Velourette Color: Black Flammability: Inherently Flame Retardant NFPA 701 (Small Scale) PL -1 Plastic Laminate: Manufacturer: Formica Color: Black, #909-58 Sheen: Matte 8 '9 HP -1 Handrail Paint (RED) For Repaints: Lightly Sand with 120 grit sandpaper and clean with water soluble cleaner before painting per SSPC-SP1 For Bare Metal: Remove all oil and grease from surface per SSPC-SP1. Apply 1 coat of Pro-Cryl Universal Primer B66-310 Series (or approved) Paint: Apply 2 coats of Sherwin Williams K45-150 Series (Egg Shell) Pre -Catalyzed Waterbased Epoxy (or approved) Color: Match Benjamin Moore "Heritage Red" PM -18 Light Reflectance Value: 6.7 or less HP -2 Handrail Paint (BLACK) For Repaints: Lightly Sand with 120 grit sandpaper and clean with water soluble cleaner before painting per SSPC-SP1 For Bare Metal: Remove all oil and grease from surface per SSPC-SP1. Apply 1 coat of Pro-Cryl Universal Primer B66-310 Series (or approved) Paint: Apply 2 coats of Sherwin Williams K45-150 Series (Egg Shell) Pre -Catalyzed Waterbased Epoxy (or approved) Color: SW 6258 Tricorn Black Light Reflectance Value: 2.0 or less GENERAL FINISH NOTES • • • • • • • • All painted auditorium walls to receive P-1 with flat finish unless noted otherwise. All painted metal handrails and guardrails to receive HP -1. Metal handrail wall brackets to receive HP -2. All painted metals to receive HP -2 unless noted otherwise. All metal doors & metal door frames to receive HP -2 unless noted otherwise. All wood doors to recieve P-1 with semi -gloss finish unless noted otherwise. Provide corner guards to match existing theatre standard at outside corners of painted walls. Where wall covering WC -2 is to be direct applied to walls, ceilings, etc. paint surface P-2 before applying. Refer to details A17 /A13 and G17 /A13 for further clarification of finishes. Finish Plan Notes: Auditorium #9 - Refer to elevations and ceiling plan for wall and ceiling finishes. Provide new carpet and base per finish plan. Vestibules - Provide new carpet, base and wall cover per finish plan. Wall cover to go from top of base up to 7'-6"± AFF. Provide black termination trim at all exposed edges of wall cover. Wall above wall cover to be painted (P-1). Paint all ceilings black (P-1). Entry Portal - Refer to plans, elevations and finish plan REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2t 211 14 December 2016 14 December 2016 13 January 2017 REGISTERED ARCHITECT_. eturcf... JANA ELLYCE BEE TRIPLETT STATE OF WASHINGTON Projection Booth - Finishes to remain as is. Touch up and replace as needed for equipment, electrical and HVAC changes. City of Tukwila BUILDING DIVISIOt R CAW&D 064440/ILA FEB 1 0 2017 Auditorium #9 MIT CENTER Finish Plans 113 114 1 15 1 16 1 17 1 18 19 1 20 1 21 A15 AK BS ct Number: DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F a) E OI - cy >I D a) v CN C CO a) v 0 B N - E U) v7 C) U) U A 1 1 2 1 3 1 4 6 1 7 8 L9 110 I11 112 1 13 1 14 1 15 1 16 117 1 18 19 120 21 22 I23 24 1. BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE 2. DESIGN LOADS: A. FLOOR LIVE LOADS B. C. D. E. a. b. C. d. e. f. 9• CORRIDORS, RAMPS, STAIRS & EXITWAYS PARTITIONS PROJECTION BOOTHS STADIUM SEATING (NON -REDUCED) CONCENTRATED LOAD ON ELEVATED FLRS CONCENTRATED LOAD ON STAIR TREADS SCREEN FRAME CATWALKS FOR MAINTENANCE ACCESS ROOF LIVE LOAD ROOF SNOW LOAD WIND LOADS SEISMIC LOADS a. b. c. RISK CATEGORY SPECTRAL ACCELERATION SEISMIC IMPORTANCE FACTOR 2. Ip (STAIRS AND EXI S) 3. Ip (ALL OTHERS) 4. Ip (PERPENDICULAR TO SCREEN) 5. Ie (PARALLEL TO SCREEN) 100 PSF 15 PSF 50 PSF 60 PSF 2000 LBS 300 LBS 40 PSF N/A N/A N/A III Ss = 1.453g, S1 = 0.542g 1.5 1.0 1.0 1.25 d. SDS SD1 e. SITE CLASS f. SEISMIC DESIGN CATEGORY F. DEAD LOADS 0.969 0.542 D D a. BUILT UP RISERS 10PSF 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 SCREEN STRUCTURE DESIGN LOAD INFORMATION. 3. STATEMENT OF SPECIAL INSPECTIONS A. THIS STATEMENT OF SPECIAL INSPECTIONS IS IN ACCORDANCE WITH 1704.3 OF THE 2015 IBC. THE INTENT OF THIS SECTION IS THAT ALL SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 17 OF THE 2015 IBC UNLESS SPECIFICALLY NOTED OTHERWISE. B. SPECIAL INSPECTIONS SHALL BE PERFORMED AS SPECIFIED IN TABLE 3/S0.5 a. SPECIAL INSPECTION OF SHOP FABRICATIONS IS REQUIRED UNLESS THE FABRICATOR IS REGISTERED & APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. C. WHERE SPECIAL INSPECTION IS REQUIRED TO VERIFY THE FABRICATORS FABRICATION AND QUALITY CONTROL PROCEDURES, SUCH INSPECTION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1704 OF THE 2015 IBC. D. THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE ITEMS LISTED ABOVE PRIOR TO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OF THE WORK. E. 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 2015 IBC. 4. STRUCTURAL ENGINEER SITE OBSERVATIONS A. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS 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. SOME STRUCTURAL COMPONENTS OF THE EXISTING STRUCTURE ARE NOT KNOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR MUST FIELD VERIFY, DOCUMENT AND PROVIDE DETAILS OF THE AS -BUILT CONDITIONS TO THE STRUCTURAL ENGINEER FOR EVALUATION. DO NOT INSTALL NEW CONSTRUCTION BEARING ON EXISTING STRUCTURAL COMPONENTS (CONCRETE TREADS, RAKER BEAMS OR LIGHT GAGE FRAMING) SHOWN IN THESE DOCUMENTS UNTIL THE EXISTING STRUCTURE HAS BEEN EVALUATED AND APPROVED BY THE STRUCTURAL ENGINEER. 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 MECHANICAU ELECTRICAU 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. 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 BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR WALLS, DIAPHRAGMS, PERMANENT BRACING, METAL DECKING, AND EXTERIOR LOAD-BEARING WALLS 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. REINFORCING STEEL: A. ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT WELDED REINFORCING WHICH SHALL BE ASTM A706 GRADE 60. B. ALL WELDED WIRE FABRIC SHALL BE ASTM A185 AND A82 COLD DRAWN WIRE. C. ALL ACCESSORIES FOR SUPPORTING REINFORCING SHALL BE GALVANIZED OR HAVE PLASTIC - COATED FEET. D. REINFORCING SHALL BE DETAILED, FABRICATED, PLACED, AND SUPPORTED IN ACCORDANCE WITH ACI 315, LATEST EDITION. E. STANDARD COVERAGE OF REINFORCING, UNLESS OTHERWISE SHOWN, SHALL BE AS FOLLOWS: CAST AGAINST EARTH, PERMANENTLY EXPOSED TO WEATHER EXPOSED TO EARTH & WEATHER (FORMED) NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS 3" 2" 3/4" 10. CONCRETE: A. CAST -IN-PLACE CONCRETE CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODE REQUIREMENTS, INDUSTRY GUIDES AND REFERENCE STANDARDS INCLUDING, BUT NOT LIMITED TO: a. b. c. d. e. f. 9- h. AC AC AC AC AC AC 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE 305R - GUIDE TO HOT WEATHER CONCRETING 306R - GUIDE TO COLD WEATHER CONCRETING 318 - STRUCTURAL CONCRETE BUILDING CODE 347 - GUIDE TO FORMWORK FOR CONCRETE SP -66 - ACI DETAILING MANUAL AWS D1.4 - STRUCTURAL WELDING CODE - REINFORCING STEEL CRSI - MANUAL OF STANDARD PRACTICE B. ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND HAVE MAXIMUM WATER/CEMENT RATIO OF 0.53. C. IT IS THE INTENT OF THESE CONCRETE SPECIFICATIONS THAT THE CONTRACTOR SUPPLY CONCRETE MIXES WITH A MINIMUM AMOUNT OF WATER IN ORDER TO LIMIT PLASTIC SHRINKAGE CRACKING IN FRESHLY PLACED CONCRETE. IT IS EXPECTED THAT PRODUCING WORKABILITY FOR CONCRETE MIXES WILL REQUIRE THE ADDITION OF WATER -REDUCING AND/OR SUPER -PLASTICIZING CHEMICAL ADMIXTURES. D. CONCRETE SLUMP SHALL BE A MAXIMUM OF 4" +/- 1" (ASTM C-143) AS DELIVERED IN THE FIELD. CONTRACTOR MAY USE CHEMICAL ADMIXTURES TO ATTAIN A MAXIMUM SLUMP OF 8" FOR WORKABILITY. E. NO WATER MAY BE ADDED TO THE CONCRETE MIX ON SITE. F. FLY ASH MAY BE USED AT A RATE NOT TO EXCEED 25% OF THE TOTAL CEMENT CONTENT. G. CHAMFER ALL EXPOSED CORNERS OF CONCRETE 3/4". H. PRIOR TO PLACING CONCRETE IN ANY LOCATION, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HAVE THOROUGHLY CHECKED AND COORDINATED ALL DIMENSIONS, ELEVATIONS, OPENINGS, RECESSES, AND BLOCKOUTS SHOWN ON THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS. IN THE EVENT ERRORS, CONFLICTS, OR OMISSIONS EXIST, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ARCHITECT OR ENGINEER FOR NECESSARY CORRECTIVE ACTION. I. EMBEDDED ITEMS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR PRIOR TO PLACING CONCRETE. J. ANCHOR RODS SHALL BES HELD IN PLACE WITH A RIGID TEMPLATE. 11. 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 AND 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 3 X 3 X 1/4 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. J. ALL BEAM CONNECTIONS SHALL BE DESIGNED AS SIMPLY SUPPORTED BEAMS BY THE STEEL FABRICATOR FOR THE LOADS SHOWN ON THESE DOCUMENTS. LOADS AND REACTIONS SHOWN ON THESE DOCUMENTS ARE NON -FACTORED, WORKING STRESS VALUES (ASD). CONNECTIONS MAY BE BOLTED OR WELDED. K. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS. a. ALL CONNECTIONS SHALL BE SNUG -TIGHTENED BEARING TYPE USING A MINIMUM OF TWO A325N OR A490N BOLTS. L. STEEL JOISTS SHALL BE FABRICATED AND ERECTED (INCLUDING BRIDGING) IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE STEEL JOIST INSTITUTE AND ALL OSHA REQUIREMENTS. JOISTS SHALL HAVE 2-1/2" BEARING DEPTH FOR K SERIES JOISTS AND 5" FOR LH SERIES JOISTS 12. POST -INSTALLED ANCHORAGE: I. CONCRETE ANCHORS a. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193. b. ADHESIVE ANCHORING SYSTEMS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC -ES AC308. J. MASONRY ANCHORS a. ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY 1 MECHANICAL AND SCREW TYPE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC01 OR ICC -ES AC106. 2 ADHESIVE ANCHORING SYSTEMS FOR USE IN SOLID -GROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC58. b. ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED CLAY BRICK MASONRY 1 SCREW TYPE ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC106. 2 ADHESIVE ANCHORING SYSTEMS WITH SCREEN TUBES SHALL BE TESTED AND QUALIFIED IN ACCORDANCE WITH ICC -ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. 13. 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 MUSFA 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 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 CSJ METAL STUDS AND FRAMING MANUFACTURED BY DIETRICH INDUSTRIES. ANY SUBSTITUTIONS MUST MEET THE MINIMUM PROPERTIES PROVIDED BY THESE MEMBERS, AND MUST BE APPROVED IN WRITING BY THE ENGINEER. A. DESIGN OF ALL POST -INSTALLED ANCHORAGE SHALL BE IN ACCORDANCE WITH ACI -318 APPENDIX D AND SHALL CONSIDER CRACKED CONCRETE CONDITIONS. 14. SUBMITTALS: B. ALL POST -INSTALLED ANCHORS SHALL BE INSTALLED BY TRAINED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) AS SHOWN IN THE CORRESPONDING ICC -ESR REPORT AND INCLUDED IN THE ANCHOR PACKAGING C. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL POST -INSTALLED ANCHORAGE ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. D. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. EXISTING REINFORCING BARS SHALL NOT BE CUT UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS BY FERROSCAN, GPR, X-RAY OR OTHER MEANS PRIOR TO INSTALLATION OF ANCHORS. E. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. F. EMBEDMENT DEPTH FOR MECHANICAL EXPANSION ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR WHICH TENSION LOAD IS TRANSFERRED TO THE CONCRETE, MEASURED PRIOR TO APPLYING TORQUE TO THE ANCHOR. G. EMBEDMENT DEPTH FOR ADHESIVE AND SCREW TYPE ANCHORS SHALL BE DEFINED AS THE DISTANCE FROM THE SURFACE OF THE LOAD-BEARING BASE MATERIAL TO THE DEEPEST PART OF THE ANCHOR AFTER THE ANCHOR HAS BEEN INSTALLED INTO THE HOLE. H. SUBMITTALS ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST INCLUDE EVALUATION REPORTS FROM THE INTERNATIONAL CODE COUNCIL. A. CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THE GENERAL CONTRACTOR. a. b. c. TEMPORARY BRACING AND SHORING STEEL BAR JOISTS STRUCTURAL STEEL CONNECTIONS 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. F. 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. CONTRACTOR SHALL SUBMIT STRUCTURAL SHOP DRAWINGS FOR THE FOLLOWING: a. b. c. d. e. f. 9. CONCRETE MIX DESIGN AND MATERIALS CONCRETE REINFORCING STEEL STRUCTURAL STEEL STEEL DECK & ATTACHMENT METHODS AND MATERIALS LIGHT GAGE METAL FRAMING & CONNECTIONS FIBER REINFORCING STEEL JOISTS S0.1 SO.2 50.3 S0.4 50.5 S1.1 S2.1 S3.1 S3.2 S3.3 S3.4 S4.1 S4.2 S4.3 S4.4 S4.5 GENERAL NOTES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS RISER FRAMING PLAN PARTIAL ROOF FRAMING PLAN & DETAILS SECTIONS SECTIONS & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS SCREEN STRUCTURE FRONT ISOMETRIC VIEW SCREEN STRUCTURE BACK ISOMETRIC VIEW SCREEN SUPPORT ELEVATION DETAILS SCREEN S A R L A O &'"AILS 2 \ STRUCTURAL SHEET LIST S0.1 A.F.F. ALT ARCH BLDG BM BOT BRG BTWN CL CIP CLR COL CMU CONC CONT CTR DIA DEG DIM DTL DWG E.F. ELEV EQ E.W. EXIST EXT FND FIN FLR F.S. FTG F.V. GA G.B. GALV HORIZ ABOVE FINISH FLOOR ALTERNATE ARCHITECTURAL PLANS AT BUILDING BEAM BOTTOM BEARING BETWEEN CENTER LINE CAST -IN-PLACE CONCRETE CLEAR COLUMN CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CENTER DIAMETER DEGREE DIMENSION DETAIL DRAWING EACH FACE ELEVATION EQUAL EACH WAY EXISTING EXTERIOR FOUNDATION FINISHED FLOOR FAR SIDE FOOTING FIELD VERIFY GAUGE GRADE BEAM GALVANIZED HORIZONTAL I.F. JST K LBS LLH LLV MANUF MAX MIN MISC N/A N.S. N.T.S. O.C. O.F. OPNG OPP PSF PSI RAD REINF SCHED ;SECT SHT SIM SPA SPECS SQ STD STL T&B T.O. TYP U.N.O. VAR VERT w/ W.W.F. INSIDE FACE JOIST KIP (1000 LBS) POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL MANUFACTURER MAXIMUM MINIMUM MISCELLANEOUS NOT APPLICABLE NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE FACE OPENING OPPOSITE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS REINFORCEMENT SCHEDULE SECTION SHEET SIMILAR SPACING SPECIFICATION SQUARE STANDARD STEEL TOP & BOTTOM TOP OF....(ADD ITEM) TYPICAL UNLESS NOTED OTHERWISE VARIES VERTICAL WITH WELDED WIRE FABRIC 3 STRUCTURAL ABBREVIATIONS S0.1 REVIEWED FOR CODE COMPLIANCE PPROVED MAY 26 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWI MAY 182017 PERMIT CENTE MEP HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 1 12 I3 14 16 17 I8 1 STRUCTURAL GENERAL NOTES ES0.1 I9 1 12 1 13 1 14 1 15 1 16 1 17 1 18 19 1 20 1.3 Drawn By Checked By 21 22 GENERAL NOTES BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) Q P N M L K H G F a) Q. E ( E CI l` O �t a D U O to r-- C (0 0 C 0 U O o B N Q E Ti? m CU A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 NOTE: — – 3 EXISTING () MIN LAYERS GYPSUM BOARD WALL TO REMAIN. IF LESS LEVEL CONCRETE PLATFORM SECTIONS ON EXISTING SLOPED SLABS ON GRADE INCLUDING THOSE TAPERING TO FEATHER EDGE ARE TO BE APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN CONSTRUCTED w/ 'ARDEX' K15 SELF -LEVELLING UNDERLAYMENT NOTE: ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 1 1/2" THAN (3) PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS 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 MATERIAL OVER THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED w/'ARDEX' P51 PRIMER, BOTH INSTALLED IN 1. AT LOCATIONS WHERE BUILT UP FLOOR THICKNESS IS STRICT ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. REQUIRED TO BE GREATER THAN 1 1/2" UP TO 4" U.N.O.,3/4"1/2" (2) LAYERS T&G FIRE RETARDANT TREATED PLYWOOD HOLD PLYWOOD MIN FROM NEW CONCRETE TOPPING PROVIDE EPS FOAM INSULATION BENEATH THE CONCRETE ON 1 1/2", 18 GAUGE TYPE B METAL DECK. ATTACH METAL VERTICAL STUDS, GAP TO BE TOPPING. PROVIDE 6" WIDE SOLID CONCRETE AROUND THE DECK TO CHANNELS WITH #10 TEK SCREWS @ 8" O.C. TYP. COVERED w/ MOLDING PERIMETER OF THE BUILT UP AREA AND ATTACH TO SLAB ATTACH PLYWOOD TO DECK WITH SELF -TAPPING BUGLE- FASTENED TO GYPSUM BOARD NEW EPS FOAM FILL WITH 3/16" TAPCON FASTENERS AT 12" O.C., PROTRUDING HEAD SCREWS @ 12" O.C., 6" O.C. @ EDGES 1!2" FROM SURFACE FLOOR. REFER TO EPS FOAM SPEC j 1 ♦ r1 -cg cocoNOTE: u.-' Q Et a.. z ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND 5GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD O ,- BELOW FOR FURTHER REQUIREMENTS. SEAMS IN PLYWOOD TO BE STAGGERED io g Z OF 50 POUNDS PER LINEAR FOOT AND A SINGLE "' CONCENTRATED LOAD OF 200 LBS. (NOT o CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE 0 TOP AND TO TRANSFER THIS LOAD THROUGH THE u- SUPPORTS TO THE STRUCTURE. "POWERS" _ < _ . • a ; S. , '� ; °� ^: .; `''==��`�`�=_�+`"",— Z. CONCRETE SHALL CONTAIN 1.5 LBS/CY NATURAL FIBER �' �" ��������►��►��►��`�'��wi - - -- - - - - / �..�. - - Ab". '`` REINFORCEMENT PER MANUFACTURERS SPECIFICATION. 1, 4-0 MAX (TYP) 1, 4-0 MAX (TYP) E; 4'-O"MAX (TYP) _ EXISTING SLOPED CONCRETE SLAB -- -- ' SECTION 1/4 0 TOGGLE BO TS (3) O L LOCATED @120 DEG. PATTERN \ \\\\\\\\\\\\\\EXPANDED POLYSTYRENE FILL: ..............................„,..,....,.....,.......,....,.,..,,,.... —i='+� ... , , .. i , ♦� 1. EXPANDED POLYSTYRENE (EPS) FOR BUILT-UP FLOOR 1� �A` ALL WALL MOUNTED HANDRAILS TO TURN BACK TO WALL AT TERMINATIONS (3) 1/4"0 "POWERS" LOCATED @ 1 1/2 �� _ ( RE: ARCH TOGGLE BOLTS 120 DEG. PATTERN STEEL PIPE HANDRAIL FOR FINISH NEW CONCRETE TOPPING SYSTEMS SHALL CONFORM TO ASTM C578, TYPE II. EPS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 15 NEW EPS FOAM FILL I �•` ` ` IV ` ` \� EXISTING ` RISER �, �\ � — PSI @ 10% DEFORMATION, AND SHALL HAVE A MINIMUM DENSITY OF 1.35 PCF. EPS SHALL HAVE MAXIMUM FLAME- \ - -,• , • SPREAD AND SMOKE DEVELOPED INDEXES OF 75 AND 450, RESPECTIVELY,WHER TESTED WITH A M a, �; �,�' ;- :• �d�`I'��� E MAXIMUM= 1 = ;_ ` •�.�.►��►��������� THICKNESS OF 4" PER ASTM E84. MATERIALS IN EXCESS I 1 I' + \ -' - \ \ , —�--- ---. �` & LANDING CONSTRUCTION \ \\ ,_,, •; = ' ' �. n - ' <' V� I1 - AL 18 GA (43 MIL) HEAVY DUTY HAT "- �' = `' ° '' ` " - ' - � .: - (I ` T � I. s ` �; ,.; �' OF FOUR INCHES MUST ALSO COMPLY WITH FM 4880. CHANNELS 48" O.C. ATTACHED @ 3625200-43 METAL STUDS @ 48" O (TYP) �, TO CONCRETE w/ POWDER DRIVEN =, -C. w 2. PLACE EPS IN SINGLE LAYER OF THE REQUIRED FASTENERS @ 12" O.C. EA FLANGE, �i THICKNESS. la°1 ATTACH METAL STUDS TO HILTI XU PINS 1 EMBEDMENT CONCRETE WITH 16: O.0 j 1\ \ I N r EXISTING CONCRETE SLAB STAGGERED (NOTE: HAT \\\\\\\\\\ CHANNELS MUST HAVE FLAT TOPS) 3. USE "LNSTA-STIK"ADHESIVE BY DOW CHEMICAL, OR APPROVED EQUAL TO ADHERE EPS TO SUBSTRATE. \�\\ \ \ FOR 5° _ - j \ w/ @ \\ — �I \ P LAN VIEW rI I 48" MAX. CENTER TO CENTER CONCRETE SECTIONS RAMPING UP FROM FEATHER EDGE ARE TO BE NOTE: CONSTRUCTED WITH 'ARDEX SD -P UNDERLAYMENT MATERIAL OVER BUILDUP NOTE: THOROUGHLY CLEANED, SOUND, BARE CONCRETE SURFACE PREPARED USE THIS DETAIL IF BUILDUP IS LESS THAN 4�� WITH 'ARDEX' P51 PRIMER, BOTH INSTALLED IN STRICT ACCORDANCE U.N.O. USE THIS DETAIL IF BUILDUP IS 4" WITH MANUFACTURER'S INSTRUCTIONS. OR 5". SHALLOW BUILDUP RISER DETAILS 2 WALL MOUNT HANDRAIL DETAILS so.2 N.T.S. Es1 o.2) N.T.S. 3" 3" 16GA ANGLE SELF -DRILLING SCREWS #10 MIN BOTH SIDES, (TYP) EA STUD U.N.O. A 0 MIN OF (3) EXPOSED ��� SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN)1, INSTALLED POSITION �`� de" / / 3 #8 SELF -DRILLING � CONT TRACK ♦I BLOCKING & TRIM PER ARCH x x (2) #10 TEK SCREWS @ EA STUD METAL STUDS PER DETAIL ; r s t__________------------,.,------'-------- { AS REQUIRED PROVIDE NEW RAIL SYSTEM COMPONENTS TO MATCH EXISTING. (1 114" OR 1 1!2" DIAMETER THEATRE STANDARD)NOMINAL STEEL PIPE TPAtNTO TCH NOTE: 1111111111111111111111 1bllll I I 111111 111111 111,1111111111 METAL STUD PER OTHER DETAILS (TYP) 1!8 1" ,, � CONT TRACK I 1/8 1" @ 1/4 PTS PAN HEAD SCREWS BRIDGING SPLICE OPTIONS TYPICAL STUD TO TRACK ® - :----1 #10 TEK SCREWS @ 6" O.C. I ATTACH w/ (4) #8 DRILLING HEAD SCREWS �`► TYPICAL CLIP & SELF- PAN BRIDGING (1 • • `► 1-1/2" STEEL TO COLD @ / -'�� A1 ,, ROLLED 18 GA MATCH TRACK 48" O.C, MAX FASTENERS FOR EA CONNECTION STUDS TYPICAL TRACK SPLICE 0 ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL BE tr DESIGNED TO RESIST A 3" x 3" x 16GA ANGLE SOLID BLOCKING ¢ LOAD OF 50 POUNDS PER @HANDRAILLL: ATTACHMENT m u~i LINEAR FOOT AND A SINGLE CONCENTRNRAE0NTTTELy7ApAppLoiEFDLOCATIONS/ aZ200LBS.¢�nCONCUR #10 TEK CREWS (2)EA ® �' ( - @ STUD 1111 III 1 1 1 1.1 I 1111111111 1 1111 11 1 1 111 11 ;.` , M _ z IN ANY DIRECTION AT THE �u� TOP AND TO TRANSFER THIS O SUPPORTS TO THE THROUGH THE -, u- STRUCTURE. 111 SELF SCREWS #10 ' . _l� (3)010/4DCOUNTERSUNK WOOD SCREWS LOCATED @ ® 1 g 120 DEG PATTERN -DRILLING BOTH SIDES, (MIN) TYP EA STUD 1 #10 TEK SCREWS @ 6" O.C. 3 CONNECTION DETAIL �4-• TYPICAL METAL STUD DETAILS 5 DOUBLE STUD COLUMN 6 HANDRAIL @ NEW PARTITION WALL So.2 N.T.S. s0.2 N.T.S. S0.., N.T.S. S0.2 N.T.S. 16 GAGE TRACKLEGS CONNECT TO STRUCTURE (BEAM, DECK OR JOIST) ABOVE @ EA STUD LOCATION TO PROVIDE CONNECTION CAPABLE OF RESISTING A 150 LB WORIZ LOAD (INTERIOR WALL) I i I III SLIP „ �`�\ I 1 II \ I , '� `I`moo `�� .os o$ N .'9y2 151 6� Z �,as S �p�o'c� 1- to ---- `90��0 1- WALL STUD DEPTH STUD DEPTH DEPTH GAGE SPACING HEIGHT NOTES: TRACK OR SLIP TRACK TRACK METAL STUD CRIPPLES TO MATCH WALL @ 16" O.C. (TYP) (MIL) (INCHES O.C.) 20 12 19'-4" 1. ALL STUDS ARE SIZED WITH 1 5/8" (33) 16 17'-7" FLANGE WIDTH. 24 15'-4"2. STUDS ARE INTENDED FOR 18 12 21'-0" INTERIOR PARTITION WALLS 3 5/8" (43) 16 19'-1"BEARING. ONLY AND ARE TO BE NON LOAD - 24 16'-8" • • • • ; • .. 16 12 22'-6" 3. STUDS HAVE BEEN DESIGNED • • • • METAL STUD BOX BEAM HEADER PER g OTHER DETAILS COPE FLANGES & EXTEND WEBS OF (54) 16 20'-6" FOR SEISMIC LOAD OR 5 PSF LATERAL LOAD WHICHEVER 24 17'-11" CONTROLS ONLY. CONTACT GAGE MATCH WAL MIN 362T125-43 MTL STUD, EA SIDE 20 12 26'-9" E.O.R. FOR OTHER CONDITIONS. (33) 16 24'-4" 4. STUDS HAVE BEEN DESIGNED S0.2 NOTE: BOX BEAM SIDE STUD AND TRACK GAGE & SIZE PER OTHER DETAILS THESE DOCUMENTS. OPENING PER ARCH MAX WIDTH = 6'-0" @ PROJECTION PORT F STUDS OVER JAMB STUDS. ANCHOR TO JAMB STUDS w/ (4) #12-14 SCREWS IN PRE -DRILLED HOLES OR USE EQUIV WELDS 24 21'-3" FOR A MAXIMUM DEFLECTION OF 18 12 29'-1" HEIGHT/240. SIZE & GAGE MATCH WALL MIN I 5 1/2" (43) 16 26'-5" 5. PROVIDE INTERIOR SLIP TRACK 24 23'-l" PER 7/S0.2 @TOP OF EA WALL. 362S162-43 118, 2-12 TYP I I.- i /r L ✓ 1 1/2" x 16 GA U -CHANNEL NOT MORE THAN 12" FROM TOP (TYP) PER BRIDGING DETAIL 16 12 31'-3" (54) 1628-5 #10-16 SCREWS @ 6 O.C. (TYP) OPTION 1 OPTION 2 FULL HEIGHT STUDS @ JAMBS MAX WIDTH = 4'-0" @VOMITORY EXIT METAL STUD TRIMMER (TYP) TRACK SILL AS OCCURS (4) FULL HT 400S162-43 STUDS @ EA SIDE OF PROJECTION PORT OPENING MIN. (4) FULL HT 6005162-43 STUDS @ EA SIDE OF NEW VOMITORY OPENING MIN, (MATCH EXISTING 24 24; 9" RECEIVE! 20 12 28-8 CITY (33) 16 26'-0" REVIEWED FOR OF t TUK �\ NOTE: 24 22'-9" CODE COMPLIANCE MAY 1 8 20 18 12 31'-2" APPROVED ✓ USE THIS DETAIL FOR INTERIOR NON -LOAD BEARING PARTITION WALLS ONLY. 6" (43) 16 281-4" 2 6 217 PERMIT CENT 24 24'-9" MAY WALL STUDS) / TRACK /` 16 12 33'-6" (54) City ofTukwila 24 26'-7" BUILDING DIVISION 7 INTERIOR SLIP TRACK 8 STUD FRAMED OPENING DETAIL 9 BOX BEAM HEADER DETAIL \10 NON -LO A ARIN TUD H IGHT LIMITATION TABLE 50.2 N.T.S. so.2 N.T.S. S0,2 iiiy4 � % ` ...�.aax m,:'r� y�k{� ..?,it, F4 vl;,>,� N, f;'• ,�mti�.. S0•2 N.T.S. 1 3 14 5 7 8 9 10 11 12 13 1 14 1 15 1 16 I 17 I 18 19 120 22 cn E U U al a) 2 C a) / O C :0 U � i 0) C o O U _1/2 0 W O wo N U C rn — Y a) Q N. MEP ci HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 N(913)831-1262, P: (913) 831.0148 www.pmaenglneering.tom Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 7 Drawn By ER Checked By TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016,486 © Copyright 2017 (P16273) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ( 15 16 17 18 19 20 21 22 23 24 N1M1M1011'»01"'MD MN MIN (3) FULL WRAPS (TYP) I2GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS -4441 N � EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P2786 CLAMP EACH SIDE (TYP) ATTACHED TO EYEBOLT, 118" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE wI ACCESSORIES AND CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLE ~ | 0110100111111010110001 1011111111110MIMMINOMMII 'I won 1111001110110011111 UNISTRUT P1 546 FITTING (TYP) 5dG^DIA. EYEBOLT |NCENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET END VIEW P5000 UNISTRUT SPANNING 9'-O" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS ,~-------- -.�^ `.__ ` - (2)EA1/2"DIA A3OTHREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ 1/2' DIA NUTS, JAM NUTS AND WASHERS I - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES &1/2"DIA JAM NUTS IM110 N011011011M1N101101011M01111M100N101011N11100U CEILING TILE & GRID, PER ARCH (2) EA 6" LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP OF SPEAKER BRACKETw/ (2)1/4"DIA BOLTS N8WASHERS AND DOUBLE NUTS CEILING SPEAKER PER ARCH NOTE: 111 111 V011N10111^�m ATTACH UNISTRUT TO EA JOIST wI 3/8" DIA BOLT BTWN TOP CHORD ANGLES WI HEX HEAD NUT &WASHERT&B. DO NOT PENETRATE JOIST CHORD OR DECK EXISTING ROOF/FLOOR STRUCTURE •• ~ -(2)EA1/2"DIA A30THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS wI 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6082 WASHER PLATES &1/2''DIA JAM NUTS \__ P5000 UNISTRUT SPANNING Q' -O MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS 100111111011111011M NUMB I2GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS Illmoommusummum``IIMAIIIIMMIMMIMIUMI MIMMBIMMIMMIIMMIUMIIMMMIMMIMMMIMMIRMIMIMMIMMMPOMMIMUM0101111101 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. WI ARCH / MEP DRAWINGS. 2THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT @ UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. CEILING SPEAKER PER ARCH SIDE VIEW CEILING TILE & GRID PER ARCH (8EAG^LONG SECTIONS OF UNISTRUT P 1000 BOLTED TO TOP OF SPEAKER BRACKET w/ (2)1/4"DIA BOLTS W/WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH / MEP P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP CHORDS 1 CEILING SUSPENDED SPEAKER - FRONT TO BACK STRUCTURE N.T.S. F _ EXISTING ROOF/FLOOR STRUCTURE ABOVE N NOTE: MIN (3) FULL WRAPS (TYP) 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS LI0117.1 UNISTRUT P2786 CLAMP EACH SIDE (TYP) (2) EA P5000 UNISTRUTS SPANNING 9'-0" MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS UNISTRUT P 1000 BOLTED TO LOWER UNITSTRUTSwY1/2" DIA BOLTS WI WASHERS & DOUBLE NUTS � � '�_-��af--^ ---'^=----'� � " �/ ___-- �.�� �� _ 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 36.5 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. REFER TO 2/S0.4 FOR UNISTRUT ATTACHMENT @ UNEVEN ROOF STRUCTURE OR EXISTING DUCTWORK INTERFERENCE. UN|STRUTP154G FITTING (TYP) CEILING SPEAKER PER ARCH ��N���� ������� ��������� n�m���� ~^ � ELY ____ 1411118011MMIMM01 MOM ~ � *�m! - A36 THREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS wI 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2"DIA UN|8TRUTSPRING NUTS, PGOG2 WASHER PLATES &1/2"DIA JAM NUTS i0Nnem /, ------ CEILING TILE & GRID, PER ARCH. (2) EA 6" LONG SECTIONS OF UNISTRUT P 1000 BOLTED TO TOP OF SPEAKER BRACKET wI /2\1/4"DIA BOLTS VV/WASHERS AND DOUBLE NUTS CUSTOM RED LED LIGHTING PER ARCH/MEP CEILING R. N.T.S. ATTACH UNISTRUT TO EA JOIST WI 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT PENETRATE JOIST CHORD OR DECK 7-\\ EXISTING ROOF/FLOOR STRUCTURE ABOVE UNISTRUT P1 000 BOLTED LOWER UNITSTRUTS w/ 112" DIA BOLTS w/ WASHERS & DOUBLE ;\ NUTS -(2)EA1/2"DIA A3GTHREADED RODS - INSTALL INTO UPPER UNISTRUT MEMBERS w/ I 1/2" DIA NUTS, JAM NUTS AND WASHERS - INSTALL INTO LOWER UNITSTRUT MEMBERS WITH 1/2" DIA UNISTRUT SPRING NUTS, P6062 WASHER PLATES &1/2^DIA JAM NUTS ty! UNISTRUTP154G FITTING (TYP) CEILING SPEAKER PER ARCH (2) EA P5000 ISTRUTS SPANNING 9'.-0^MAX BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS ATTACHED TO EYEBOLT, 1/8" DIA 6x7 GALVANIZED & TINNED AIRCRAFT CABLE wI ACCESSORIES & CONNECTORS AS REQ'D TO DEVELOP STRENGTH OF CABLE, CEILING TILE & GRID, PER ARCH. P1000UNISTRUT /SPANNING 6'-0" TOP CHORDS 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (6 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS (2)EAG^LONG SECTIONS OF UNISTRUT P1000 BOLTED TO TOP 0 SPEAKER BRACKET m/(2)1/4"DIA BOLTS W/ WASHERS AND DOUBLE NUTS 5N6"DIA. EYEBOLT IN CENTER OF SUPPORT BRACKET, PROVIDE WASHER & NUT T&B OF BRACKET REVIEWED FOR CODE COMPLIANCEAPPROVED MAY 2A 2011 City of Tukwila BUILDING DIVISION RECE CITY OF — cn 0 cis cts r•-• MEP = HOSS BROWNM 11205 West 79th Street Lenexa, Kansas 662 14 (913) 362-9090 phone ma il@h-be.com Structural PMA !Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 Sout_ center 16 Auditorium u=^~orUum 49 Renovation WeSffield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Stree Leawood, Kansas 66211 888.263.4386 Copyright ©2017American Multi -Cinema Inc. Permit ISSUED FOR: 13January 2O17 IV E n By UK����-` TYPICAL DETAIS w 2017 FEB1 PERMIT C BEY AMCM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2 Project wumuorDCAp.2018.486 0 Copyrigh2017 10 11 12 1 13 I 14 1 15 16 1 17 18 119 120 I21 122 23 24 ATTACH UNISTRUT TO EA JOIST w/ 3/8" DIA BOLT BTWN TOP CHORD ANGLES w/ HEX HEAD NUT & WASHER T&B. DO NOT PENETRATE JOIST CHORD OR DECK I MIN (3) FULL WRAPS (TYP) UNISTRUT P2786 CLAMP EACH SIDE (TYP) EXISTING ROOF STRUCTURE ABOVE CONTRACTOR SHALL NOTIFY E.O.R. IMMEDIATELY IF JOISTS SPACED MORE THAN 9'-0" APART EXISTING ROOF STRUCTURE ABOVE CONTRACTOR SHALL NOTIFY E.O.R. IMMEDIATELY IF JOISTS SPACED MORE THAN 9'-0" APART P1000 UNISTRUT SPANNING 6'-0" MAX BTWN JOIST TOP // CHORDS P6062 CHANNEL NUT (2) EA P5000 UNISTRUTS SPANNING 7 BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS I II I ATTACHED TO M10 EYEBOLTS, (4) EA 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLES PER CABLE MANUFACTURERS RECOMMENDATIONS NNNNINIINIYNNNNNNIIIINNINNINI I1111MI INid NNNIININNNNNIfl1I i' I f,, ISU 1'41111 1 u iIP I h I'll IT i (4) EA M10 EYEBOLTS FULLY ENGAGED IN CABINET INSERT . 1 I ,I I Tl,il ,� , I I � i .� I I. a�.11 i , I,I, IJ. � ,� 1,� �i , ,I La L11 �� . !NIlA1�L11NI�1 � Nill �i 11 ,. Iw LILI IUL�I� � L19 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (8 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS (2) EA P5000 UNISTRUT SPANNING BETWEEN EXISTING STRUCTURAL STEEL SPANNING MEMBERS (2) P9000 TELESTRUT @ FRONT & BACK OF SPEAKER INTI M NgUNNINIININNNIINIUNINNNNNNI ICIIPIuMUMNNIM 110M MMINNNiNIN 1111IINN /kINNNNINNINNUNNlWMtl @NmIgNIB@ CEILING TILE & GRID, PER ARCH. RE: 3/DCS0.3 FOR MIN ATTACHMENT REQUIREMENTS CEILING TILE & GRID, PER ARCH. RE: 6/DCS0.1 FOR MIN ATTACHMENT REQUIREMENTS NNIIIIINIItlfl IS INWNNtlut IINMMENINNNu1NINNINNNNpNINNNININiwtlth NN<bINNNNINNNINIWtWtlffl NNNNunnou 1111111E1NINN NINININNNi NNN111116IWNINK11111 NNNII MINININNONNNN INI IMININIptlYNNNLgPoININW I NININNNIIINIgIy, lfllNBEIONIgINHHNNNNNNMINNS ATTACHED TO M10 P9000 TELESTRUT BEYOND EYEBOLTS, (4) EA 1/8" DIA 6X7 GALVANIZED & TINNED AIRCRAFT CABLE w/ ACCESSORIES & CONNECTORS AS REQUIRED TO DEVELOP STRENGTH OF CABLES PER CABLE MANUFACTURER'S RECOMMENDATIONS MEP NINIII IIBIIIMINIIHINI<IINNINIMINNIN E ; . HIgNIN1NIINNNNINIIININIUIIINIININNNMINNN1NNIII NIINN'HI fINNINNItlNINNNf IE NiINNNIhIflh PIINNINNINIIIIINIIN hIfl L9u MtluI ININNN1iNNN IlNiINIIu1itufIL'INIINININNIN hhiw NNIuitlIINN1INNINNINNININI fllh I,jiiNININNINNN U) 12GA MIN SAFETY WIRE ATTACHED @ ALL SIDES (8 WIRES TOTAL) WIRE SHALL BE TIED TAUT & SECURELY @ BOTH ENDS (4) EA M10 EYEBOLTS FULLY ENGAGED IN CABINET INSERT CUSTOM RED LED "HALO" LIGHTING TO BE INSTALLED ON TOP OF NEW AND/OR EXISTING SUBWOOFER SPEAKERS SUBWOOFER w/ (4) EA M10 THREADED INSERTS PER ARCH FRONT VIEW (2) P1026 UNISTRUT FITTINGS w/ 1/2" DIA BOLTS, WASHER PLATES, & HEX HEAD NUTS (TYP) BOLT DIRECTLY TO SPEAKER CABINET NOTES: 1. COORDINATE ALL SPEAKER LOCATIONS, LIGHTING, ETC. w/ ARCH / MEP DRAWINGS. 2. THESE SPEAKER SUPPORT DETAILS ARE FOR NEW OR RELOCATED EXISTING SPEAKERS. SUBWOOFER w/ (4) EA M10 THREADED INSERTS PER ARCH 3. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 210 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 4. REFER TO DETAIL 2/S0.4 TO ATTACH UNISTRUT TO UNEVEN EXISTING BEAMS. SIDE VIEW HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com 101 w z z w Structural PMA I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com 1 S0.4 CEILING SUSPENDED SUBWOOFER SECTIONS N.T.S. NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E 0 R ` EXISTING ROOF EXISTING JOIST (TYP) STRUCTURE ABOVE EXISTING JOIST (TYP) P5000 UNISTRUT SPANNING B/W JOISTS 3'-0" CANTILEVER MAX +/- 2' -1 3/8" IMMEDIATELY OF ANY ' ISCRE ENCI CO TRACTOR SHALL COORDINATE EXACT LOCATIONS OF EQUIPMENT w/ ARCH/ MEP PRIOR TO INSTALLATION. 3. THE UNIT WT FOR THIS DETAIL IS SHOWN BELOW. IF THE EQUIPMENT RECIEVED EXCEEDS THE WEIGHT SHOWN THE INSTALLER & GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. 4. ANCHORAGE DESIGN INCLUDES A 2.5 OVERSTRENGTH FACTOR. 5. HILTI HUS -EZ ANCHORS MUST HAVE 4" MIN SPACING BETWEEN ANCHORS. 6. SEISMIC ANCHORAGE MUST BE SPECIAL INSPECTED. +/-3'-65/8" TELESTRUT P9000 UNISTRUT P1326 FITTING LLH w/ (1)1/2" DIA x 15/16 HEX HEAD BOLTS & CHANNEL NUTS @ EA SIDE OF EA JOIST INSTALL FITTING TIGHT TO JOIST. ALTERNATIVELY PROVIDE 3/8" DIA MIN BOLT w/ NUT & WASHER THRU JOIST TOP CHORD ANGLES. DO NOT PENETRATE JOIST CHORD UNISTRUT P2346 FITTING w/ 1/2" DIA x 15/16" HEX HEAD BOLTS & CHANNEL P5000 UNISTRUT PER CEILING NUTS BOLTSIN UNISTRUT TE & (TRUT DIA / SPEAKER DETAILS (RE SHEET S0.3) THRU IN TELESTRUT CONNECTION AT CONTRACTORS OPTION 1/2" DIAA36 THREADED ROD w/ MIN PL1/4x2"x2" WASHERS @ EA SIDE OF EA UNISTRUT IN LIEU OF TELESTRUT & FITTING CONNECTION EXISTING SLAB -ON -DECK MEZZ FLOOR. r +/- 2' - 7" U)E U 0 rni cls a) CO To c Y a) i) co RS t) O 0 T N —co co 0 r - /c co 0) L m 0 u L o U c U) C 121 Q Construction Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: +/-2'-0" NOTES: 1. REFER TO OTHER SPEAKER ATTACHMENT DETAILS FOR MORE INFORMATION. / LAR RACK PER MEP (MAX WT 670 LBS) (2) 3/8" DIA HILTI HUS - EZ SCREW ANCHOR ESR3027 w/ 1 5/8" MIN EMBEDMENT @ EA CORNER MIN 0 M I r TRANSFORMER (MAX WT 920 LBS) (2) 3/8" DIA HILTI HUS - EZ SCREW ANCHOR ESR3027 w/ 1 5/8" MIN EMBEDMENT © EA CORNER MIN 2. IF SPEAKER CAN BE HUNG FROM TOP UNISTRUT, DO SO & ELIMINATE LOWER UNISTRUT & ATTACHMENTS. ATTACH SPEAKER TO HIGH UNISTRUT WHERE POSSIBLE. 3. ALL UNISTRUT MUST BE POSITIVELY ATTACHED TO A MIN OF (2) ROOF FRAMING MEMBERS. 4. THE MAX SPEAKER WT FOR THIS DETAIL IS 210LB. REFER TO SPEAKER SUPPORT DETAILS FOR ADDITIONAL INFORMATION. ALTERNATE CEILING ATTACHMENTS @ EXISTING INTERFERENCE 2'-2" MIN (TYP) FRONT VIEW SEISMAC . BRACKET PER RACK MANUFACTURER 2'-2" MIN . (TYP) SIDE VIEW FRONT VIEW REVIEWED FOR CODE COMPLIANCE SIDE VIEW APPROVED MAY 2 6 2017 City of Tukwila BUILtM NG DIVISION RECEIVED CITY OF TUKWILA MAY. 1 8 2017 PERMIT CENTER UNISTRUT ALTERNATE ATTACHMENT DETAIL 12 Ig 110 12 1 13 1 14 1 15 1 16 SEISMIC ANCHORAGE FOR MECHANICAL RACKS N.T.S. 1 17 1 18 1 19 1 20 Drawn By Checked By TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 1 2 I3 4 I5 16 7 8 9 1 10 12 1 13 14 1 15 116 117 18 119 120 21 122 I23 24 R Q P M L K J H G F a) E NI N - ‘.5 N a) L N C CO 0 C a) U 0 B a) — 1.12 Q E U) a) U) O A LAYERS & THICKNESS OF GYPSUM BOARD WILL VARY LEAVE NO GAP BETWEEN HILT OF EYE BOLT & FACE OF FINISHED WALL (ACOUSTICAL PANEL, FABRIC, PAINTED SURFACE, ETC.) A'+ s • _ - A & EYE BOLTS EXISTING METAL STUD @ 16" O.C. (F.V.) CONTRACTOR SHALL VERIFY MIN STUD SIZES ARE MET PER NOTE 6. 5/8" AC GROUP 1 PLYWOOD BLOCKING w/ FACE GRAIN ORIENTED HORIZONTALLY. LAYERS GLUED AND NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS. ATTACH TO STUDS w/ #10 TEK SCREWS. 1/4" DIAMETER ZINC COATED EYEBOLT LAG S REW ATTA H THOUGH SPEAKER MOUNTING BRACKET CENTERED ON MOUNTING BLOCK (SHAPE AND WEIGHT WILL VARY) SEE MEP /ARCH DWGS SEE INSTALL NOTE 5. SEAL ALL EDGES w/ ACOUSTICAL SEALANT SLS AUDIO DH -SLS SIDEWALL SPEAKERS w/ CUSTOM RED LED LIGHTS ACCENTING EACH WOOFER (SHAPE AND WEIGHT WILL VARY, SEE NOTE 1) SEE ARCH / MEP DRAWINGS . P" a ID AS JAM NUT AGAINST FACE OF PLYWOOD, PAINT EYE HEADS BLACK 1/4" DIAMETER x 3" MIN ZINC COATED LAG SCR WS (S E NOT 8), Q ANTI TO 2 PIECES OF PLYWOOD BLOCKING, DO NOT INSTALL AS ONE PIECE SCREWS REQUIRED). ATTACH THROUGH ALL LAYERS OF PLYWOOD. DRILL 1/2" HOLE FOR SPEAKER WIRE PER ARCH / MEP DWGS 24"X24" AC GROUP 1 PLYWOOD BLOCKING LAYERS GLUED AND NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS (3 MIN LAYERS), GLUE AND ATTACH THROUGH PLYWOOD WALL SHEATHING w/ MINIMUM (12) # HE INSTALL (1) LAYER 15 LB FELT PAPER OF SELF ADHESIVE PEEL -AND -STICK TAR PAPER APPLIED TO THE FACE OF EXISTING METAL STUDS PRIOR TO THE INSTALLATION OF FRT PLYWOOD FABRIC WRAPPED ACOUSTICAL WALL PANEL SYSTEM PER ARCH SPEAKER MOUNT A EXISTING STUD WALL SECTION 1 2' - 8" (FIELD VERIFY) O 1/4" DIAMETER x 3" MIN ZIN COATED LAG SCREWS (SEE OT : , Q : ' TITY M L B KET NIM I I OF 6 SCREWS REQUIRED). ATTACH THROUGH ALL LAYERS OF PLYWOOD. I I EXISTING METAL STUDS @ 16" O.C. (F.V.) SEE NOTE 6 EYE BOLT FOR SAFETY CABLE PLYWOOD WIDTH TO MATCH O.C. STUD SPACING REMOVEEXISTING LAYERS OF 5/8" GYPSUM BOARD & REPLACE w/ 2 SEPARATE PIECES OF 5/8" AC GROUP 1 BUILT UP PLYWOOD BLOCKING LAYERS GLUED AND NAILED TOGETHER w/ FACE GRAIN ORIENTED HORIZONTALLY. ATTACH TO ALL STUDS w/ #10 TEK SCREWS SPACED 4" O.C. MAX, A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY OF WALL STUDS IN INSTALLED POSITION SPEAKER MOUNTING BRACKET CENTER D ON BLOCKING INSTALL (1) LAYER 15 LB FELT PAPER OR SELF ADHESIVE PEEL -AND -STICK TAR PAPER APPLIED TO THE FACE OF EXISTING METAL STUDS PRIOR TO THE INSTALLATION OF FRT PLYWOOD ( YP) 24"x24" AC GROUP 1 PLYWOOD BLOCKING, LAYERS GLUED & NAILED TOGETHER TO PROVIDE REQUIRED THICKNESS, GLUE & ATTACH THROUGH PLYWOOD WALL SHEATHING w/ MINIMUM (12) #12 SHEET M L SC L WS. MOUNTING BRACKET A STUD WALL ELEVATION NOTES: 1. THE MAXIMUM SPEAKER AND BRACKET WEIGHT ALLOWED FOR THIS DETAIL IS 146 LBS. IF THE WEIGHT OF THE SPEAKERS RECEIVED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 2. THE SPEAKER BRACKET USED FOR THIS DETAIL TO EXTEND NO FURTHER THAN 12" FROM THE FACE OF BLOCKING. IF THE BRACKET RECEIVED REQUIRES EXTENSION EXCEEDING THIS DIMENSION, THE INSTALLER AND GENERAL CONTRACTOR MUST CONTACT THE ARCHITECT FOR A REVISED DETAIL. 3. CONTRACTOR TO VERIFY IF EXISTING WALL FRAMING IS METAL STUDS (IE. SPLAY WALLS BUILT WITH HAT CHANNELS), IF NOT CONTACT ARCHITECT FOR NEW DETAIL. 4. MOUNTING BRACKET MAY VARY PROJECT -TO -PROJECT, THE GRAPHIC REPRESENTATION IS NOT PROJECT SPECIFIC. 5. IF A SINGLE LAYER OF GYPSUM BOARD EXISTS, REMOVE THE PORTION OF GYPSUM SO PLYWOOD IS FLUSH WITH FACE OF GYPSUM BOARD. IF MULTIPLE LAYERS OF GYPSUM BOARD EXIST, REMOVE ALL LAYERS OF GYPSUM SO PLYWOOD IS FLUSH WITH FACE OF OUTERMOST LAYER. 6. WHEN EXISTING STUD WALL HEIGHT IS 23'-0" OR LESS CONTRACTOR SHALL FIELD VERIFY THAT MIN 400S162-33 METAL STUDS EXIST. WHEN EXISTING STUD WALL HEIGHT EXCEEDS 23'-0" UP TO 31'-0", CONTRACTOR SHALL FIELD VERIFY THAT MIN 400S162-54 OR 600S162-43 METAL STUDS EXIST. FOR STUD WALL HEIGHTS EXCEEDING 31'-0" UP TO 37'-0" CONTRACTOR SHALL VERIFY THAT MIN 600S162-43 METAL STUDS EXIST. WHEN STUD WALL HT EXCEEDS 37'-0" UP TO 43'-6" CONTRACTOR SHALL FIELD VERIFY THAT MIN 600S162-54 METAL STUDS EXIST. IF HAT SECTIONS OR ANYTHING OTHER THAN THE MINIMUM SPECIFIED STUDS EXIST, CONTRACTOR SHALL CONTACT THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. 7. ALL PLYWOOD BLOCKING AT SPEAKER LOCATIONS SHALL BE AC GROUP 1, FRT PLYWOOD. 8. IN ACCORDANCE w/ 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. 1 PER ARCH (3'-0" MAX) NEW OR SALVAGED STEEL /-- TUBE BARRIER RAIL UPRIGHT HSS 1.660 x 0.140 MIN @ 4'-0" O.C. MAX. BARRIER RAIL FINISH PER ARCH PL1/4" STEEL BASE PLATE (6) EA 3" COUNTERSUNK #14 SHEET METAL SCREWS (FULL THREAD) SECTION 3" STEEL TUBE RAIL —' UPRIGHT, (TYP) CENTERED VERSION STEEL TUBE RAIL UPRIGHT RAIL ESCUTHEON PLATE OVER CARPET PER ARCH PL1/4" STEEL BASEPLATE SECURED TO PLYWOOD BELOW ..011111111h1nT __: ./....1,1111L11111111111i 1111 1111.1111 VjtAINNIS /�►/S%��A�I/I\Hu DETAIL A -A 11 v r PERIODIC REMARK � 311 .. .:. 11 t IN ACCORDANCE w/ ACI 318: r CONCRETE DESIGN MIX I 1 _1l I I C. I --.- 7 co = co ET ... • N _ _ N 1 -010 a) MECHANICAL I 1 I _ 4 1/2" 3/4" {� POST INSTALLED ANCHORS - 1 4 1/2" F � 3/4" 611..1111 N/A b) ADHESIVE ► STEEL TUBE RAIL —' UPRIGHT, (TYP) CENTERED VERSION STEEL TUBE RAIL UPRIGHT RAIL ESCUTHEON PLATE OVER CARPET PER ARCH PL1/4" STEEL BASEPLATE SECURED TO PLYWOOD BELOW ..011111111h1nT __: ./....1,1111L11111111111i 1111 1111.1111 VjtAINNIS /�►/S%��A�I/I\Hu DETAIL A -A 11 3/4" 3/4" OFFSET VERSION 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. (2FLOOR BARRIER ATTACHMENT @ NEW FLOOR S0.5 / N.T.S. SCHEDULE OF SPECIAL INSPECTION SERVICES v CONTINUOUS PERIODIC REMARK IBC 2015 311 PLACING OF CONCRETE & REINFORCING 11 t IN ACCORDANCE w/ ACI 318: CONCRETE DESIGN MIX X _1l I TABLE 1705.3 CAST -IN-PLACE ANCHORS I 1 N/A ci _ Mf TABLE 1705.3 �-` _ _ N 1 -010 a) MECHANICAL I 1 ;___. N 1 POST INSTALLED ANCHORS - k( 4 1/2" I/ N/A b) ADHESIVE ► .• 3/4" 3/4" OFFSET VERSION 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. (2FLOOR BARRIER ATTACHMENT @ NEW FLOOR S0.5 / N.T.S. SCHEDULE OF SPECIAL INSPECTION SERVICES MATERIAL OR ACTIVITY CONTINUOUS PERIODIC REMARK IBC 2015 CONCRETE PLACING OF CONCRETE & REINFORCING X IN ACCORDANCE w/ ACI 318: CONCRETE DESIGN MIX X TABLE 1705.3 CAST -IN-PLACE ANCHORS N/A IN ACCORDANCE w/ ACI 318: 17.8.2 & MANUFACTURER ICC -ES REPORT TABLE 1705.3 POST INSTALLED ANCHORS _ _ IN ACCORDANCE w/ ACI 318: 17.8.2 & MANUFACTURER ICC -ES REPORT a) MECHANICAL X cc z 0 co 2 POST INSTALLED ANCHORS - - IN ACCORDANCE w/ ACI 318 & MANUFACTURER ICC -ES REPORT a) MECHANICAL N/A b) ADHESIVE N/A STEEL INSPECTION OF FABRICATORS X QUALITY CONTROL IN PLANT REVIEW UNLESS APPROVED IN ACCORDANCE WITH IBC CHAPTER 17 1704.2.5 MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS - N/A PRETENSIONED JOINTS AND SLIP CRITICAL JOINTS IN ACCORDANCE WITH AISC 360 TABLE N.56-1 a) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS b) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED INSPECTION OF HIGH STRENGTH BOLTING - - FIELD INSPECTION 1705.2.1 a) BEARING TYPE CONNECTIONS - N/A SNUG TIGHT JOINTS IN COMPLIANCE WITH AISC 360 TABLE N5.6-3 MATERIAL VERIFICATION OF STRUCTURAL STEEL - - 1705.2.1 a) IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS N/A FIELD INSPECTION b) MANUFACTURER'S CERTIFIED MILL TEST REPORTS N/A MATERIAL VERIFICATION OF WELD FILLER MATERIALS - - REQUIRED AT EACH SUBMITTAL a) IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS N/A b) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED N/A INSPECTION OF STRUCTURAL STEEL WELDING _ - SHOP AND FIELD WELDING IN COMPLIANCE WITH AISC 360 TABLES N5.4-1, N5.4-2, N5.4-3 1705.2.1 INSPECTION OF STEEL FRAME FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS - 1705.2.1 a) MEMBER SIZES AND LOCATIONS N/A b) APPLICATION OF JOINT DETAILS AT EACH CONNECTION N/A REVIEWED FOR OPEN WEB STEEL JOISTS N/A CODE COMPLIANCE ABLE APPROVED 1 ? 05.2.3 COLD -FORMED STEEL MATERIAL VERIFICATION OF COLD -FORMED STEEL IN ACCORDANCE w/ AISI S240 QA/QC 6 a) IDENTIFICATION MARKINGS TO CONFORM TO}r ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS X MAY 2 2011 b) MANUFACTURER'S CERTIFIED TEST REPORTS X City of Tukwila 1,1. c) VERIFY COMPLIANCE OF MECHANICAL FASTENERS X BUILDING DIVISION INSTALLATION OF COLD -FORMED STEEL LIGHT GAGE FRAMING CONSTRUCTION X IN ACCORDANCE w/ AISI S240 QA/QC RI SEISMIC DESIGN CATEGORIES D -F SEISMIC FORCE RESISTING SYSTEM X THE SEISMIC FORCE RESISTING SYSTEM CONSISTS OF ALL DIAGONAL LIGHT GAGE BRACING MEMBERS BETWEEN THE 1705.MY NEW PLATFORM FRAMING AND THE EXISTING STRUCTURE CATEGORY D -F a) TESTING AND QUALIFICATION X 1705.1.13 IN b) CONNECTIONS X THIS INCLUDES SCREW CONNECTIONS AT EACH END OF ��PN BRACES AND ALL STEEL SCREWS/ANCHORS WITHIN 12"OF THE BOTTOM OF A BRACING MEMBER ANCHORAGE OF MECHANICAL OR ARCHITECTURAL EQUIPMENT X FOR POST INSTALLED CONNECTIONS TO CONCRETE, 1705.12.6 INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S 1705.12.7 INSTRUCTIONS CEIVED F TUKWIL Y 18 2017 IT CENTEP a) C) (s C as 2 Construction in a) C a) C) O a) C U a) HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PM A I Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 3J 1 12 I3 14 1 WALL SPEAKER SECTIONS S0.5 N.T.S. 15 16 I7 8 19 110 111 112 1 13 14 1 15 3 \ SPECIAL INSPECTION TABLE S0.5 116 117 118 1 19 1 20 Drawn By Checked By TYPICAL DETAILS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 10 11 12 13 14 15 16 I 17 18 19 20 21 22 23 30' - 0" (F.V.) NEW BRACES "X" TOP CHORD PANEL POINT ►� /—\ /—\ / \ / TYP TOP CHORD WIDTH 3/16 ANGLE CROSS PIECE NEW BRACES 58'-0" TO NEXT GIRDER (F.V.) BOTTOM CHORD p PANEL POINT COPE HORIZ LEG NOTES: 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 TH EJOIST CHORD WIDTH AS SHOWN. 3/16 EXISTING 30" BEAM F.V. 2 \ JOIST REINFORCING DETAIL EXHAUST FAN PER ARCH/MEP (MAX WT = 130LBS) CROSS PIECE ANGLE ATTACHMENT DETAIL S2.1 / N.T.S. 24 NOTES: ANGLE FRAME @ EXHAUST FAN PER 4/S2.1 Iv 7 ROOF OPENING I ) OVER 8" N L3x3x1/4 CROSS PIECE 4 -SIDES L3x3x1/4 CROSS PIECE AT DECK EDGE DECK OPNG 1. RTU LOCATION AND ROOF DECK OPENING SIZE PER MEP DRAWINGS. 2. ALL ROOF DECK EDGES SHALL BE SUPPORTED BY A JOIST OR AN ANGLE FRAME. 3. ROOF DECK SHALL BE ATTACHED TO SUPPORTING MEMBERS WITH WELDS OR SCREWS @ 6" O.C. 4. RTU UNIT AND CURB ATTACHMENT HAVE BEEN DESIGNED FOR WIND AND SEISMIC FORCES PER THE BUILDING CODE. IF AN ALTERNATE ATTACHMENT METHOD IS USED THE CONTRACTOR SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR THE NEW ATTACHMENT. MECH UNIT CURB BY OTHERS AT EDGE OF RTU HSS1 1/2x1 112x 3/16 DECK BOLSTER IN RAISED FLUTE OF DECK CUT DECK AS REQ'D ATTACH DECK TO ANGLE OR BOLSTER • w/ WELDS OR ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) RTU -1 w/ ECONOMIZER PER MEP. 2323 LBS MAX COORDINATE LOCATION w/ EXIST CONDITIONS, RTU MUST BE FULLY SUPPORTED BY STEEL BEAMS ANGLE FRAME @ RTU CURB & DECK PENETRATIONS PER 4/S2.1 1 i ROOF BEAM 1/8 2-12 EXISTING 30" BEAM (F.V.) L4x4x1/4 CROSS PIECE BELOW RTU CURB (TYP) CUT DECK ALONG BEAM WITHOUT DAMAGING BEAM ATTACH DECK TO BEAM w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING MECH CONTRACTOR SHALL PROVIDE SHIMS IN DECK FLUTES L3X3X1/4 CROSS PIECE AT DECK EDGE PER 3/S2.1 SECTION A L4X4X1/4 CROSS PIECE PER 3/S2.1 MECH UNIT L4x4x1/4 CROSS PIECE BEYOND PER 3/S2.1 ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) CUT DECK AS REQ'D ATTACH DECK TO ANGLE OR BOLSTER w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING HSS1 1/2x1 1/2x 3/16 DECK BOLSTER IN RAISED FLUTE OF DECK MECH UNIT ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) 1/8 2-12 L4X4X1/4 CROSS PIECE PER 3/S2.1 <EAENDTYP ROOF BEAM SECTION B L4x4x1/4 CROSS PIECE BEYOND PER 3/S2.1 SECTION C MECH UNIT PLAN NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT AND E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 2. CONTRACTOR SHALL VERIFY RTU CURB IS RESTING ON 30" WIDE FLANGE BEAMS. 3. REFER TO MEP DRAWINGS FOR AUTOMATIC SMOKE SHUT OFF DETAILS. MECH CONTRACTOR SHALL PROVIDE SHIMS IN DECK FLUTES CUT DECK ALONG BEAM WITHOUT DAMAGING BEAM ATTACH DECK TO BEAM w/ WELDS OR SCREWS 6" O.C. FOR FULL LENGTH OF OPENING ANCHOR UNIT TO CURB w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) SLOPED CURB PER MECH TO MATCH SLOPE OF STRUCTURE ANCHOR CURB TO SUPPORT w/ 1/2" DIA BOLTS AT FOUR CORNERS (MIN) REVIE CODE CO APPR MAY 2 FOR LIANCE VED 2917 CUT DECK AS REQ'D FOR OPENING ATTACH DECK TO ANGLES w/ WELDS OR SCREWS @ 6" O.C. • City of BUILDING ukwila (VISION L3X3X1/4 CROSS PIECE 3/S2.1 L3X3X1/4 CROSS PIECE BEYOND PER 3/S2.1 CEIVED F TUKWILA 1 8 2017 f' Cii.N1ER ROOF BEAM ROOF BEAM • PERI\✓, SECTION D PARTIAL ROOF FRAMING PLAN 1/4" = 1'-0" ANIL _ANIL _am& ANAL Aim& 31F.AilidL Audi. -41•&. ANC_ AIN&_ 5 NORTH SECTION E ROOF TOP UNIT FRAMING DETAIL 8 I9 10 111 112 13 114 115 116 17 118 119 1 20 111111,111 1111111111111111111 in_ N E U c W 2 as cis 0) c cm al cm o ij T cr — co Lo tri) it.)o cc`s. $ 'll co c as Y a) M u) 0 N as 0 z- �a Q , 6. MEP HOSS & BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PM A 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By BEY AMCM PARTIAL ROOF FRAMING PLAN & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P M L K 1 12 13 4 1 5 16 17 8 113 14 1 15 1 16 1 17 118 19 120 121 22 123 124 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCT! • N. NOTIFY ACHITE T & E.O.R. IMM DIATE Y OF ANY DISCREPENCIES. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXISTING AUDITORIUM CEILING TO REMAIN PER ARCH BOOTH WALL NEW HEADER AND }--_-_-l- JAMBS @ PROJECTION PORT PER 8/S0.2. LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB AND VERTICAL (TYP) csa w • (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP) ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP) EXISTING SLAB -ON -DECK SHALLOW BUILDUP AUDITORIUM FLOOR. RISER PER 1/S0.2 MEP z z HOSS & BROWN01 11205 West 79th Street Lenexa, Kansas 66214 (913) ✓62-9090 i i.,...,, mail@h-be.com Structural PM A 1Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, l(S 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com (n E a)/�U 0) L w 71• -5 5� G a) C C)) O !_ .Fd N U (LY 2 cm CD ▪ 0 O • CV 00 E‘.1. _ (0 r co i m8 0)•c sf;co oco U c aY • Ea) 0 U 0) (u r i (` Q 0 O 0) c CONTRACTOR SHALL FIELD VERIFY PRESENCE OF STEEL BEAM BELOW FLOOR @ LOCATION OF RAKER BEAM NOTES: Southcenter 16 Auditorium #9 Renovation H V CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CO STRU TION. NOTIFY RCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETW EN AL PLYW • OD LA' RS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GATYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP) ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP) LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB & VERTICAL (TYP) Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: SHALLOW BUILDUP RISER PER 1/S0.2 Y Y Y Y Y Y Y EXISTING SLAB -ON -DECK AUDITORIUM FLOOR. REVIEWED FOR CODE COMPLIANCE APPROVED MAI 26 2011 CONTRACTOR SHALL FIELD VERIFY PRESENCE OF STEEL BEAM BELOW FLOOR @ LOCATION OF RAKER BEAM RECEIVED CITY OF TUKWILA MAY 18 2017 1 12 13 14 15 17 I8 Ig 1 12 1 13 1 14 1 15 116 117 1 18 1 19 1 20 Drawn By Checked By MAY 1 1 2017 SECTIONS BEY AMCM Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L J 1 2 13 4 15 16 17 8 I9 10 12 1 13 114 115 16 117 18 119 20 121 22 23 1 24 ENTRY/LOBBY 0" NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. APPLY LOCTITE PL400 SUBFL • OR AD ESIV c ETW N ALL ' LYW • • D LA RS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXISTING SLAB -ON -DECK AUDITORIUM FLOOR. CONTRACTOR MUST FIELD VERIFY, DOCUMENT & PROVIDE AS -BUILT CONDITIONS TO ARCHITECT & ENGINEER OF RECORD PRIOR TO CONSTRUCTION. --- ...........LidisrmormeLemimml01111111111111iiimii".11.11.111111 • 4 NEW CONCRETE TOPPING ON EPS FOAM FILL BUILD-UP RAMP PER 1/S0.2 PROVIDE NEW LIGHT GAGE BOX BEAM HEADER & JAMBS PER 8/S0.2 SHALLOW BUILD-UP RISER PER 1/S0.2 (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP). ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP). • 111.7/119/1111:17.117.7111110/ ■■■■ i�t�i�i10T!�.:�.�--_////////://' '' /'` ; / / j / ; f / / .,�/ f / ' i /'"/,',//.;/';,?///////::::///,17'2/1 / / / ; / ,/,>//,/.1/://1//' /! /1111:1111/1111/111/7:7 ,,/ //,,/ // / / / p/ / ■li•■■■ION Imo NEW OPENING PER ARCH 4'-0" MAX INFILL STUD WALL w/ MIN STUDS PER 10/S0.2. MATCH WALL WIDTH. • / / • / / / �/ / % ♦ /' /,...� 1 ®/-te/d:-.�.. � �.++ ...�..e.-w.:,.� ' ,m,..,,..e :�..�.,.,.-r..m-,�,-„G.,.®.G W.�.�.�.M..,��:,—.d • // f, / / `' /' / /' ,/ •/ / / / • -7 //://./ /2/„Z !/ !/ ,/ / / / / / e./e ._. -�..-.. �..„.�m..a.-.,..-..o:.. G / /, %/,! ; // / / // // / f / / / / // • / NEW WALL INFILL / / COORD w/ ARCH EXISTING AUDITORIUM WALL SECTION AT RAMP (1_D 3/4” =11-0" 3/4" H G F L E — ti -n co D T L a) rN^ C W d -65 c a) E 0 O o B a) Q E rn U) Qi u) U A NOTES: 1 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT & E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. 1 ENTRY/LOBBY 0" APPLY LOCTITE PL400 - UBFLOOR AD ESIVE : ETW N ALL ' LYW • ID LA RS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXISTING AUDITORIUM SLAB -ON -DECK FLOOR. CONTRACTOR MUST FIELD VERIFY, DOCUMENT & PROVIDE AS -BUILT CONDITIONS TO ARCHITECT & ENGINEER OF RECORD PRIOR TO CONSTRUCTION. NEW CONCRETE TOPPING ON EPS FOAM FILL BUILD-UP RAMP PER 1/S0.2 / (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2" 18GA TYPE B METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS @ 6" O.C. (TYP). ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS @ 6" O.C. (TYP). DO NOT DAMAGE EXISTING HEADER INFILL STUD WALL w/ MIN STUDS PER 10/S0.2. MATCH WALL WIDTH. SHALLOW BUILD-UP RISER PER 1/S0.2 NEW WALL INFILL COORD w/ ARCH EXISTING OPENING TO REMAIN / / / / / ;'/ / -. __'_:...® ..N.U.■I � ,� j�w % ' �. , f // ; / / /i ; j / / " f ,` / f ; i /// , i /- //:///' �, /1/1/7:// / / axw ure.me! iw vaw„�wf<.vm.omau. nm£.uu,w,ia.�o.(aawo,Jnww.:aomn4me.n.n� .wh�vxxw.nm cw,�varSma.aeX�w�cumaxew.im.e!'ac vma4cux�.nsa�w! a� REVIEWED FOR C®DAEPPCROl1 ®NCE MAY 26 2011 City of Tutcsnita BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER SECTION AT RAMP S3.2 3/4" = 1'-0" 0 0) i gO CD 0 Oi L• alcal Ts2 a) 1) U 2 2 D) L • N O � U N — <D ccoo 0 co (0.7r 6 m 0 ComC_ L G cD5 ps aoc — Y to O CD cc; i Q co MEP 1 Z z W HOSS & BROWND 11205 West 79th Street Lenexa, Kansas 66214 (913) .3629090 phone mail@h-be.com Structural PMA 1Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By BEY AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 3 P 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 122 24 Q M — . . , 1 1 1 1 1 -- 1 -- NOTES: NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN PLYWOOD & DECK, INSTALL 250S162-43 METAL STUDS @ 14" O.C.. MAX w/ 250T150-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED TO DECK w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" 3"x3"x16GA CONTINUOUS MIN EMBEDMENT @ 12" O.C. STUDS SHALL BE SEATED CLOSURE ANGLE (TYP) FULL DEPTH INTO TRACK & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION BETWEEN ALL PLYWOOD LAYERS & PER MANUFACTURER'S RECOMMENDATIONS. T.O. RISER 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. SEE ARCH DETAILS FOR TRANSDUCER PLATFORM PLAN DETAILS. 3"x3"x16GA CONT CLOSURE ANGLE PER 3/S02 (TYP) 1 /. T.O. RISER 1, ELEV 4' - 0 1/2" PER ARCH -A (2) LAYERS OF 3/4" FIRE RETARDANT TREATED E PLYWOOD C ATTACHED TO • SCREWS 8" O.C. (1) COIN BOTTOM OF RECESSE 6 MO POLYETHYLENE IN BOTTOM OF TO RUN UP ALL FOUR (4) SIDES & CONTINUE OUT TO A MINIMUM 18" AROUND VERIFY EXTENTS OF TRANSDUCER PLATFORM w/ ARCH • WELDED 1 1/2" SQUARE FLOOR LIGHTING TRANSITION STRIP AT EDGE TUBE STEEL PLATFORM OF RECESS PER ARCH, FRAME TYPICAL FIRE RETARDANT RUBBER ISOLATORS TREATED BLOCKING ° o --. o ° —' = TYPICAL -/����j ELEV CONT. SHEET METAL PER ARCH -� 1� ATTACH EA END OF BRACING -� ° o STUD TO VERT MEMBER w/ MIN (4) #10SELF-TAPPING SCREWS. A MIN ' 0 • I OF (3) EXPOSED SCREW THREADS (2) LAYERS 3/4" T&G FIRE RETARDANT - TREATED PLYWOOD ON 1 1/2" 18GA SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION TYPE B METAL DECK. ATTACH METAL r ����� - DECK TO FRAMING w/ #10 TEK SCREWS •� •PERIMETER OF RECESS PROTECTION SHALLOW BUILDUP PER FOR SPILL 1/S0.2 18' IN ATTACHED TO TUBE FRAME & PLYWOOD WITH MACHINE SCREWS, OFFSET ISOLATORS FROM CENTER OF TUBES @ FLOOR FINISH PERIMETER TO MAINTAIN TRANSITION STRIP 1/4" GAP AROUND PERIMETER OF PLATFORM "BUTTKICKER" TRANSDUCERS 1/4" GAP BY OTHERS FLOOR � SH ' % " " - / % /'% // / ;' / !% / / / ' ' /' // / '� , / // / // .l // , RISER PLATFORM FRAMING PER 3/S3.3 (TYP) @ 6" O.C. (TYP) ATTACH PLYWOOD THROUGH DECK w/ SELF -TAPPING BUGLE -HEAD SCREWS 6"O.C. (TYP) % 0 0 j1 `� - - ' O — -- o 0 - ' RISER 0 0 0 ELEV /���//j;,�/�/�/�/�j�j/r��� TYPICAL RISER FRAMING PER 31S3.3 T.O. RISER I _.,,,/,,,,,,,,,,,,,, '..., '//�/' / %/i / j/ wWr t = ;�� / anumeneum ��I It ii! �` / /'/ /7 / / / j / / !/; /' / f /1 /. !, / / / / / ' / / ' / //%/ / / ./ f/ �/ // / / / / / / / ;-/,.//,,/,/ // / / 7/ / // ,/ / / / / / ' ! / ,/ / / / ' ' /,/ f % / / / % j '// �/ / / / ' / / / / / /// / / //'EXISTING / / / /CONSTRUCTION / / / /� / f / / ' - / , �/ , /. / _ J W, / / i// / // j / , / / / i �%� / /� % / / ,/,/ / / / ,, i' �% / / /. / //,,/,// f ///// RISERS & LANDING // / / / / / ; / ,j /' SHOWN HATCHED ' ' /' ,' ,,/, / / / / / / '` / ///' / / ' / / / ' / ' / ;// / -//' / / / - / / / 7/ / / / / / / / // ' , .. // ' / /' / / / /// / / / ,/' / / / /////7/ / / //// // //7/ % f/// / „// +/// i/ �/' 7/////// / / /` ! / /' /' / / // /7/ f/ / //////,// / // ' / / / / / / / / " /// / / / /'/7 �/ / / , /;' ,/' /' 362S162-43 METAL STUDS @ 16 O.C. w/ 362T125-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED TO SLAB w/ HILTI X -U POWDER ACTUATED �� ,� FASTENERS w/ 1 MIN EMBEDMENT 12 O.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACK & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INST' LLED OSITIO' A 1 TYPICAL STAIR FRAMING DETAIL 2 SECTION AT TRANSDUCER S3.3 1 1/2" = 1'-0" S3.3 1 1/2" = 1'-0" PER ARCH NOTE: 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 362S162-43 METAL STUDS @ 16" 0.C. w/ 362T125-33 ATTACHED TO SLAB w/ HILTI X -U POWDER STAGGERED. STUDS SHALL BE SEATED FULL FLANGES w/ #10 SELF -TAPPING SCREW EA SHALL PROTRUDE BEYOND INNER METAL PLY BLOCKING & TRIM T&B TRACKS (TYP). BOTTOM TRACK SHALL BE ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 12" 0.C. DEPTH INTO TRACKS & ATTACHED THROUGH TRACK FLANGE (TYP). A MIN OF (3) EXPOSED SCREW THREADS IN INSTALLED POSITION ril NOTE: BLOCKING & TRIM 1. APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. T.O. RISER I PER ARCH (TYP) ELEV I //, PER ARCH I 4 `� " S3.3 1 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-33 T&B TRACKS (TYP). BOTTOM TRACK SHALL BE ATTACHED TO SLAB w/ HILTI X -U • -� I -1 0 ' 2 1 I I 362S162-43 JOIST w/ MIN (TYP) POWDER ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 12" 0.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING CONT METAL SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED SCREW THREADS ATTACHED TO STUDS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED (3) #10 TEK SCREWS POSITION LAYERS 3/4" T&G FIRE RETARDANT • I 0 o ._.� -' ' , 0 0 0 0 0 0 362S162-43 METAL ATTACHED STUDS w/ #10 TEK SCREWS JOIST MIN CONT TO (3) (TYP) ATTACH EA END VERT MEMBER SCREWS. A MIN THREADS SHALL INNER METAL w/ PLY OF BRACING STUD TO MIN (4)#10 SELF -TAPPING OF (3) EXPOSED SCREW PROTRUDE BEYOND IN INSTALLED POSITION • : : ,a \ N ' N I ? 3"x3"xI6GA CLOSURE 1 PER 3/S0.2 (2) TREATED PLYWOOD ON 1 1/2" 18GA TYPE B CONT METAL DECK. ATTACH METAL DECK TO FRAMING w/ #10 TEK SCREWS 8" 0.C. (TYP) ANGLE (TYP) °C' (2 SCREWS @TOP STUD TRACK). ATTACH I I • - , •r I 1 PLYWOOD THROUGH METAL DECK w/ SELF- TAPPING BUGLE -HEAD SCREWS @ 12" O.C., 6" @ EDGES :7-7-7-2o-. / /',,/; / / /// / 77-7. j / ELEV r�i���iiiii��ii�iiir��ii������������������ii��i�����iiii�� ���������������������������/«����������������/i� /' �/// ;/' ,% / / '' � i /, j' j ������/���r/i�oi��il iii iiii�iii��ii�wiiriirrriii���i�iiiilii«.trillx• �11W���WL�W � ��I����������r�ir�������������i����������������i�����������t -�'� W/�W�-�����W rii�rii�iir ri�.iiiii�iiili�.r�.ri �W lir w�� ELEV 11 `' W ;, /' +' ///' •/ 2' - 6" MAX ///// //,/./' //-///////// // /' / f // ,%�', /,/,//, //// / ( ) 0 O 0 C 0 0 O 0 0 O 0 ( ) o O O 3625162-43 METAL STUD DIAL BRACING @ 4'-0" O.C. MAX SPACING (TYP) ALONG FRONT OF PLATFORM WALLS. ATTACH EA DIAGONAL BRACING STUD TO EA PASSING VERT STUD w/ MIN (3) #10 SELF -TAPPING SCREWS. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION. DIAGONAL 0 o 0 o CD I STUD SPACING O 7777 ; ,..„—,.,.- ja //' �,%'' i I /' �''�%,/ / / /%"/ , / // / i • / / %; / / , ' / / / / / ' r/ / " /! , / / ,/ , / ; , / , / //// / / / / +! / / / /- / ! % / % 0 0 ' 0 / / / .. , i % �i'” "- `"" ' //, / " �/" j ,/ /;'' / ' , % / //1//////// // /;//ATTACH EA END i // / ;' / ' / OF / ; ,` / /�/ `• , i //, ,-//''/ ; / ,/ / / !//`//� /;'/ + ,/,/ // •/ , / /! ' .'" ;%/ ;' /' ,' / ,! / , ; !,/ / ' % /7///77/ /36 // /' %,' ' /// i" /; /f / j' / / ,/ /i ; f / / / , '' ' '@ / ; / :///////////////'O.C. / / / o 0 _ 0 o o ° 2S 2-43 16 METAL STUD BRACING 4'-0" 0 o o 0 o plii, o 0 REVIEWED FOR CO®E COMPLIANCE ®�/E� APPROVED MAY 2 6 2011 '. City of Tukwila s BUILDING DIVISION BRACING STUD SHALL RUN FROM JUST BELOW PLATFORM SUPPORT 3625162-43 MEMBER DIAGONALLY TO BOTTOM TRACK OF VERT STUDS (TYP) T.O. RISER ' I 1 ( '� /- / BRACING STUD TO / / / ' / ,,,/ ' / / / -' // ! /;' / / / / i ' / /' /" / / ' ,'/;' i' / / ;: / /' ,' / VERT MEMBER w/ MIN (4} #10 SELF-/ +' /7/1: / / /` / / �' / / / ,;' / / ;/' ;/// / f / �/ / ///%///, / / ' f�/' / / !/ /TAPPING SCREWS. A MIN OF (3) EXPOSED / ,/ // / ; / / / , / ' ./ / /SCREW THREADS SHALL PROTRUDE'/ / ; / / %/ / / /' ,f + / 2 // / % :� % f / // �,/; r�/BEYOND INNER METAL PLY IN INSTALLED 7/ //; f /' /, i';3625162-43 METAL STUD'/' //!/' ''//1 / / , ; f , / f / / % ! r�/ / j fX� //POSITION/ /, ; f / ! BRACING 0:1,•'-?; 0.C.; / / f ! f / / , ' / /7/ / % / / /// / , / ' / 7 /// /•/`/ / '' /' // / /i i' / / /' i ;/ // / / /, ,/ // % / , // / '////// / ; / / // / 0 0 f '' • / / / //. // '',/ // //' ' j7/ 0 0 ELEV / / //// / / // / / i//� / / /'/'` / 7/7/ ,/ /7/ ./,//,o O O ° O I ; / / / !/, / J / ' ' //// ' / ' /`',/// / / /// / //`i / / '/' / /'/,/ / :% 7/` / f i i / i ' • / / / �' i ' ,../ / : / /X/' / / /EXISTING RISERS ' / / / / / / / ;• ' / /' / % / /` / • ., / ; /: / . +i + + / / ,' / '/// , f' % / / i /'// / f !/! / ' / // ' �/ ;//' i / ; / f / / / ' / + f / /, f / , / f` //' ' / / , ; ; r f i / ! / / / /' /,. ; ! / ,/ i / / ' /'/// ' / / /, f / / / ' / /% / ' / + , / !' /, I / , / % /,/ / / / / , , i //, I /� /,/ �/ / f // / / / / / / / / / / . ' ,` / / i,/ ` / / 1 + ,// •'/ / / / ', / ./ / // / / / , r ! / ' / ,'' % / / i / r / / / / / / r' /i / /' RISER ELEV �� RECEIVED jilk EXIST RISER , /,' /! , / / / . // / / ,/ / i // / / SHOWN HATCHED : / / / j/ / /' ;/ ////'',/ / �/ / ,f /; / /,• ELEV ��., l f �., ry / / / / ,/ / / / '/ ----7-----,,--' , /'/" / + , %' / /' / / / /// , i / / / / / / / / %/i�/' / / / ' / / // / %� % % / /7/ / ,%�_f/ �/,: / / / / / , / / f / /' / / i' / / / // / f i / / . / / / i ,i / f ./ / / / ,% ,/ / % / :' : / CONT TRACK T&B ATTACH PER TYPICAL DETAILS (TYP) V - 362S162-43 PROVIDE HILTI KWIK HUS-EZA1/4" DIA METAL STUDS @ STEEL SCREW w/ 1 5/8 EMBEDMENT 16" O.C. @ BOTH SIDES OF VERT MEMBER WITHIN 2" OF EA BRACE PROVIDE STEEL @ HILTI KWIK HUS -EZ 1/4" DIA EXISTING RISERS 362S162-43 METAL STUD DIAG BRACING @ 4'-0" 0.C. MAX SPACING (TYP) ALONG SCREW w/ 1 5/8" EMBEDMENT SHOWN HATCHED OF PLATFORM WALLS. ATTACH EA DIAGONAL BRACING STUD TO EA PASSING BOTH SIDES OF VERT MEMBER STUD w/ MIN 3 #10 SELF -TAPPING SCREWS. A MIN OF (3) EXPOSED SCREW WITHIN 2" OF EA BRACE SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION. DIAGONAL BRACING STUD SHALL RUN FROM JUST BELOW PLATFORM SUPPORT 362S162-43 MEMBER DIAGONALLY TO BOTTOM TRACK OF VERT STUDS (TYP) CITY OF TUKWILP FRONTMAY 1 8 2017 VERT THRE RMI'i i,;�.IV I Eta TYPICAL RISER FRAMING SECTION 4 TYPICAL GUARDWALL FRAMING ELEVATION S3.3 1 1/2" = 1'-0" ® 1 1/2" = 1'-0" ,���� .ii........ N L K J H G F 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 • E U i co c -Y as 75 c a) o o 2 c N o Cq Ur N _ (0 075 0 ir CD T.• -. 71)• 0) 0 a)5 c co c Y m v7 a) a .c y Q 07)N - MEP t., W z z HOSS & BROWN• 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, ICS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By BEY AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 2 R Q P N M L K J H G F a) E int — ti O N co D a) N C co a co G) E U O g B 0 E ;n 0) OA 3 4 5 6 7 8 9 10 12 13 14 16 17 18 19 20 21 22 23 24 NOTE: NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BLOCKING & TRIM PER ARCH / / / , / / % -' //,//// ,/ // / / %'/; / �' ; / ,/' / / % SIMPSON S/H2.5 TIE w/ / i /.' / j (4) #10 SCREWS MIN @ 'Ex ////, / EA SIDE OF TIE (TYP) / / ALIGN CENTER OF GUARD WALL ! / = FRAMING w/CENTER OF STAIR ' / FRAMING. ATTACH GUARD WALL ! ; %; ' i' FRAMING TO STEP RISER FRAMING / ,/ /'- w/ #10 TEK SCREWS SPACED I 1 3625162-43 METAL STUDS @ 16" O.C. w/ 362T150-43 T&B TRACKS. BOTTOM TRACK SHALL BE ATTACHED TO SLAB w/ POWDER DRIVEN FASTENERS @ 12" O.C. STAGGERED. STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS & ATTACHED THROUGH (o TRACK FLANGES w/ #10 SELF- TAPPING SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL IN INSTALLED POSITION 3"x3"xl6GA CONTINUOUS / //% //// s�' APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN INFILL EXIST WALL w/ FULL HT NON -LOAD ALL PLYWOOD LAYERS & BETWEEN PLYWOOD & DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BEARING STUDS PER 10/S0.2. MATCH WALL WIDTH. `��• \`PLY -----. jam, `�'-,.;/ `�ti. BRIDGING AT 4'-0" MAX PER TYPICAL DETAILS Q 1 4..�� :� (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2", 18GA TYPE B METAL DECK. ATTACH METAL DECK TO;/ FRAMING w/ #10 TEK SCREWS @ 8" O.C. (TYP) (2 SCREWS @TOP STUD TRACK). ATTACH 3 x 3 x 16GA PLYWOOD THROUGH METAL DECK w/SELF- CONTINUOUS CLOSURE TAPPING BUGLE -HEAD SCREWS @ 12" O.C., 6" ANGLE (TYP) PER 3/S0.2 @ EDGES - �`,; �-, "---.2--, \ �• �' �,� NEW HANDRAIL & ATTACHMENTS PER TYPICAL DETAILS FRAME FRONT STAIR WALL w/ 362S162-54 METAL STUDS @ 16" O.C.. ATTACH TO STAIR FRAMING w/ SIMPSON S/H2.5 TIES SIM TO 21S3.4 / ;' VERTICALLY @ 3 O.C. CLOSURE ANGLE (TYP) / i'/' PER 3/S0.2 ' , r� T. • STAIR TEP k .,� . " ,'/.:!/; Y Y �� ELEV % j'; ,. (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED STAIR FRAMING PER 1/S3.3 <' // !,' !/'// `,/ / y /; //// /l = 0 1 PLYWOOD ON 1 1/2", 18GA ATTACH METAL DECK TO FRAMING SCREWS @ 8" O.C. (TYP) (2 TRACK). ATTACH PLYWOOD w/ SELF -TAPPING BUGLE -HEAD 6 @EDGES TYPE B METAL DECK. w/#10 TEK SCREWS @TOP STUD THROUGH METAL DECK SCREWS @ 12" O.C., l���=���� 362S162-43 METAL �� STUD BRACING @ t I / I • 4'-0" EA DIRECTION � rz ` '�. i STAIR FRAMING i��i��.PER 1/S3.3 % / ELEV / ; r / i o Q Oa 362S162-43 METAL / ' (2) #10 TEK SCREWS @ EA PASSINGER I o � 0 �. SHALLOW BUILD-UP STUD BRACING @ 4'-0" EA DIRECTION (2) #10 TEK SCREWS @ EA PASSING ERT, STUD (TYP) / ; j j' !' / i / / / / // /,; / ! /' %/;. // ; O ► ° �� o o O a o 0 ��� RISER PER 1/S0.2 O Q ���"! ilL �` . , T.O. RISER ELEV® _ ____ ► f�� 1• f��1•� �t tom' 1 rmi■ 1i�>rw�� .� �. O EXISTING ��,»� f -7-°s., / j / j // / • , / W //' ///' i ! ` ' j' • / /,. %i / j .' / // ! r'� / /// ' ' %/ •,'!, % / ///r/ / '/!///// / / / �/ i/,/ / / �i ///// ./ / / / / / ;i / ///',i / / RISER ELEV® / / % � i' / //.// / ////// // i % /% ; • / / ,i / / / / ; ' /! ''/ // / % ! i ' /, / // / �/ / / ' / / / / ! // /'/ // /; / / / ; ; / / //////,/ ° STEP ELEV EXISTING RISERS AT CONTRACTOR'S OPTION FRAMING MAY SHOWN HATCHED BE EXTENDED TO EXISTING RISERS BELOW IN LIEU OF WHAT IS SHOWN THIS DETAIL. 362S162-43 METAL STUDBE @ EA SIDE OF BRACING STAIRS 362S162-43 METAL STUDS @ 16" O.C. w/ 362T150-33" ; / ///' ;' :' ! /' ;/ / ;/ ; // i/ ' ,% ; :' / T.O. EXI T&B TRACK (TYP). BOTTOM TRACK SHALL BE// j % / / ,' / / / / % i = / / = / , 77-777--7-77— / / j // ! /� / i /' / ! ! / % ! ! '/ ! ' % ! / f % / ATTACHED TO EXISTING FLOOR w/ HILTI X -U' / : ' !' - ! !' ! / �� ;! i :' ;' % ,! / / ! = /// % � POWDER ACTUATED FASTENERS w/ 1" MIN// / i/',/ , , �// / ;/ /�,' // / / //,' //;'/; / //' ,/ / // / //// / / ,/ ///'//; / ,/i/ // RISER ELEV NH EMBEDMENT @ 12' O.C. STAGGERED. STUDS SHALL SEATED FULL DEPTH IN TRACKS & ATTACHED THROUGH TRACK FLANGES w/ #10 SELF -TAPPING EXISTING RISERS PROVIDE HILTI KWIK HUS -EZ 1/4" DIA SCREW EA FLANGE (TYP). A MIN OF (3) EXPOSED SHOWN HATCHED STEEL SCREW w/ 1 5/8" EMBEDMENT SCREW THREADS SHALL PROTRUDE BEYOND @ BOTH SIDES OF VERT MEMBER INNER METAL PLY IN INSTALLED POSITION WITHIN 2" OF EA BRACE 1 SECTION AT FRONT STAIRS ( 2 CROSS SECTION THRU STAIRS S3.4 3/4" = 1'-0" 3.4 1 1/2" = 1'-0" BLOCKING & TRIM PER ARCH (TYP) 362S162-43 METAL STUDS @ 12" O.C. • - STUDS SHALL BE SEATED FULL DEPTH I INTO TRACK & ATTACHED THROUGH 7-L--- ""'` TRACK FLANGES w/ #10 SELF TAPPING SCREWS EA FLANGE. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDE BEYOND INNER METAL PLY IN INSTALLED POSITION 362T150-33 TRACK T&B. BOTTOM o -, SIMPSON S/H2.5 TIE w/ (4) #10 SCREWS MIN @ TRACK SHALL BE ATTACHED TO SLAB w/ HILTI X -U POWDER ACTUATED FASTENERS w/ 1" MIN EMBEDMENT @ 8" O.C. STAGGERED 3 EA SIDE OF TIE (TYP) SHALLOW BUILD UP RISER PER 1/S0.2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 217 • of T BUILDING DIVISION RISER o o 1 EXISTING AUDITORIUM E E FLOOR //ice ._._._.. _..,.__.,_- --- r 7 , — / / / / j /,�!, // !// /,; "- / ,/, FrCI / / / / /Tukwila/ /// i //// / ,, i j / %i // RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER 1 . 4 NOT USED 3 TYPICAL CANTILEVERED GUARDWALL SECTION S3.4 S3.4 n. ti 2 I3 4 10 11 12 13 14 15 16 1 17 18 "-E N U d) i ai CD Cas "Fs 2 c co O c co U c$ c d O U cp w 0 L 1� cU }c 0) 'N 0L2 pco c rn c — Y o <Z ti MEP z HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A lEngineering 6717 Shawnee Mtssion Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By BEY AMCM SECTIONS & DETAILS Project Number:DCAP.2016.486 © Copyright 2017 (P16273) 10 11 12 13 14 115 I16 17 118 119 20 21 22 X23 24 SEE SHEET S4.2 FOR LATERAL REACTIONS AT STRUT SUPPORTS „*oo6Qoaoma���ee�mm I R2 R1 R4 R3 R4 R3 R4 R3 TYP R4 R3 R2 R1 REFERENCE NOTES: 1. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. 2. SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT AND ANCHORAGE DETAILS. 3. SEE DETAILS ON SHEET S4.5 FOR SCREEN SHAKER INSTALLATION. MEMBER LIST: AD "WRAP-AROUND SCREEN FRAME BY MDI COLUMN C -SHAPE 3" x 1.625" x 14 GAGE (0.070") A570 GRADE 50 © TRUSS WEB RECTANGULAR TUBE HSS 1.375" x 1.00" x 16 GAGE (0.060") A570 GRADE 50 ❑D X BRACE ROUND TUBE HSS 0.7500" x 16 GAGE (0.065") A513 GRADE 1010 TYPE 1 (Fy = 26 KSI MIN) ❑E MAIN BEAM RECTANGULAR BOX BEAM 3.223 x 1.5" x 14 GAGE (0.070") A570 GRADE 50 FE SECONDARY BEAM RECTANGULAR TUBE HSS 2.0" x 1.0" x 11 GAGE (0.120") A513 GRADE 1010 TYPE 2 FY = 26 KSI MIN © OPEN STEEL PLANKS OSP 9" x 2" x 18 GAGE AT SPEAKER PLATFORM AND CATWALK LEVELS ONLY ❑H REAR STRUT TO BUILDING STRUCTURE L2 x 2 x 1/8 GRADE A36 5'-0" MAX LENGTH Q UNISTRUT P1000 w/ CONNECTION BRACKET 12 GAGE A1011 SS GRADE 33 - 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 LADDERS, SAFETY ICE CR MA ' IAL TC. E BY THE 2. INSTALLER SHALL REFER TO STRONG / MDI SCREEN SYSTEM DRAWINGS AND INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION, PARTS LIST AND ERE TION 'ETAIL . BUILDING CODE: 4. DESIGN LOADS: 2015 INTERNATIONAL BUILDING CODE A. DEAD LOADS OF SCREEN SYSTEM: 1.SCREEN FRAME STRUCTURE WEIGHT: 2.SCREEN FABRIC WEIGHT: 3.WRAP-AROUND FRAME WEIGHT: 4.SPEAKERS (5) WEIGHT: 5.SCREEN SHAKERS: 6.UNI-STRUT FOR SCREEN SHAKERS 7.BAFFLE WALL (PLYWOOD & INS) 8.TOTAL WEIGHT: 4,383 LBS. 130 LBS. 435 LBS. 2,250 LBS. 336 LBS. 1,080 LBS. 1,700 LBS. 10,314 LBS. B. CATWALKS FOR MAINTENANCE ACCESS: 40 PSF C. SEISMIC CRITERIA: 1.00CUPANCY CATEGORY: 2.SITE SOIL CLASS: 3. SHORT PERIOD RESPONSE, Ss: 4. 1 -SECOND PERIOD RESPONSE, S1: 5. DESIGN RESPONSE, SDS: 6. DESIGN RESPONSE, SD1: 7. SEISMIC DESIGN CATEGORY: 8. R -FACTOR (SIGNS & BILLBOARDS): 9. I -FACTOR (PERP TO SCREEN): 10. I -FACTOR (PARALLEL TO SCREEN): III D 1.453g 0.812g 0.969g 0.542g D 3.5 1.0 1.25 5. SPECIAL INSPECTIONS OF THE FOLLOWING ITEMS SHALL BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE WITH CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE: A. B. C. D. E. POST -INSTALLED ANCHORS IN CONCRETE STEEL MATERIAL VERIFICATION STEEL BOLTING IN FIELD STEEL WELDING IN FIELD STEEL FRAMING IN SITU COLUMN REACTION TABLE (KIPS) LOCATION DOWN UP LATERAL R1 1.33 N/A +/- 0.03 R2 2.17 1.42 +/-1.06 R3 2.39 N/A +1- 0.04 R4 2.17 .036 +1- 1.00 NOTE: UP AND LATERAL REACTIONS ARE ASD SEISMIC LOADS WITH A LOAD FACTOR = 0.7E REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER 2 13 14 5 6 7 8 SCREEN STRUCTURE FRONT ISOMETRIC VIEW 10 11 12 1 13 1 14 1 15 1 16 17 18 19 20 ca as rn E CI) 0 07 U) C -X (1 OS 0) C O) c ▪ 7-1 U e6 2 co • o C N O U Cq T N tet' _ CO T OJ 0 r g m W ▪ (1)U N - m v7 0 U o, L N. MEP 6., I w HOSS 6L BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PMA 1Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831.1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By MAY 1 1 2017 GLS CMA SCREEN STRUCTURE FRONT ISOMETRIC VIEW Project Number:DCAP.2016.486 © Copyright 2017 (P16273) P N M L K J H ca as cn E N U 03 • (1) C ai2 (q C a) o .� orn c>Y 2 to C N o UCq N d ' co 111 (i) 0 1;1"- C C CO 0) N O N 00 cnas — Y m U C a) n3 L Q uu MEP w W z z HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone snail@h-be.com Structural PMA f Engineering 6717 Shawnee Mission Pkwy Sulfa 100, Overland Park, KS 66202 P: (913).831-12620 F:' (913) 031=0148 www,pmaenglpeer1ng.c'orn Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Permit 13 January 2017 ED Drawn By GLS KWIEtAcked By CMA SCREEN STRUCTURE BACK ISOMETRIC VIEW R Q 1 1 2 3 4 5 6 7 8 9 110 111 12 113 114 15 16 117 I18 I19 120 21 122 123 124 G F E LATERAL STRUT SPPORTS ATTACH TO BUILDING STRUCTURE PER 2/S4.3 AND 4/S4.3 REFERENCE NOTES: 1. SEE SHEET S0.1 FOR GENERAL STRUCTURAL NOTES. 2. SEE SHEET S4.3 FOR SCREEN STRUCTURE SUPPORT AND ANCHORAGE DETAILS. LATERAL STRUT REACTION TABLE (KIPS) LOCATION LATERAL (SEISMIC) H3 ± 0.56 H2 ± 0.85 H1 ± 0.16 NOTE: 1. LATERAL (SEISMIC) REACTIONS INCLUDE OVERSTRENGTH FACTOR, OMEGA = 2.5 PER ASCE 7-10 13.4.2.2 REVIEWED FOR 1 CODE COMPLIANCE I APPROVED MAY 26 2017 City of Tukwila BUILDING DIVISION RECEIV CITY OF TU FEB 10 PERMIT CE 1 SCREEN STRUCTURE BACK ISOMETRIC VIEW ?017 \ITER Project Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q N M L J F a) E E coti CNI O D c D 0) c a) 0 0 cn N C CO a) E U 0 B 0 — 0 E 0) L U ▪ A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 2 13 4 5 6 7 9 10 11 12 113 114 115 116 117 118 119 1 20 1 21 23 cn E N 0 ai c (LS is m c a) O .� o c 0 o CV O cp — (0 co e LO w • co 45 U c N css — m tn 0 od 2• ~ MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By GLS Checked By CMA SCREEN SUPPORT ELEVATION DETAILS ct Number:DCAP.2016.486 © Copyright 2017 (P16273) +/- 49'-0" FOR REFERENCE ONLY (VERIFY w/ MDI DRAWINGS) 3'-6" MAX „� EXISTING WALL EXISTING STRUCTURE SHOWN HATCHED (TYP) /,\/�/\f\, /�/II,./,/�/,/�n/l ,n/\/,/„/\/\� .,,,/,/„/\/\/,,,„,, /\/\/N/\1 ` I ,III iI►1oCATWALK -.�I ill' 0 _' , , +/- 26'-6" FOR REFERENCE ONLY (VERIFY w/ MDI DRAWINGS) SCREEN FRAME PER S4.1 AND S42 . . \ TYP 'il : > Ar :I. 'EI SCREEN SPEAKER PLATFORM k ► ' �I ' W I� � 1 �� i ► / L., ' I /” .N. � - o %' SNEW TRUT @ FRAME UPRIGHT ► uE3 i CATWALK ' Or ► '„ `" E 4:II ► ' 1 ! ; PER 4/S4.3 (TYP) ~ 3 TYP ,� ,a - v 1 11111tA NZ V N/ aiNsINra .< \/ V N/ \/ `�4 VP1' NT.V N/ \/ \/ \ V V V V X/ }i{IYl.11 V4 V V V V X- tig I UDITRIUM FLOR AOO '; �� — "s :I h ORIUM FLOOR IE L LEVEL (F.V.) S4.3 L EF 1 SCREEN FRONT ELEVATION -AUDITORIUM #9 2 SCREEN SECTION - AUDITORIUM #9 S4.2 1/4" = 1'-0" S4.3 1/4" = 1'-0" 6" 1" 4" 1" (4) 3/8" DIA SIMPSON STRONG BOLT 2 ANCHORS (ESR3037). EMBED 3 3/8" w/ SPECIAL INSPECTION PER MANUFACTURER ICC -ES REPORT 3/8" DIA A307 BOLT w/ LOCK NUT L2x2x1/8 NEW STRUT ATTACH TO EA SCREEN FRAME UPRIGHT PER 2/S4.3 co „, L J BASE PLATE & POST BY MDI SLAB ON METAL DECK (F.V.) jfEXISTING iw (2) 1/4" DIA SELF TAPPING 1 REVIEWED FOR SCREWS PER STUD ' CODE COMPLIANCE APPROVED L3x3x3/16 x36" LONG MAY 26 21111 _- `e•-- `e • d. a y, ed •_ _ - Q , cc N .- u,- 1\ i City of Tukwila ' BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER a 1 NOTE: CONTRACTOR SHALL FIELD DRILL HOLES IN BASE PLATE IF BASE PLATE HAS FEWER THAN 4 HOLES. HOLES SHALL BE 7/16" DIA. 3 BASE PLATE ANCHORAGE (-4-7 NEW LATERAL STRUT CONNECTION AT EXISTIN �s4.� nn�" 1 1/2"= 1-0�. na S4.3n n 3 = 1-0 1 2 13 4 5 6 7 9 10 11 12 113 114 115 116 117 118 119 1 20 1 21 23 cn E N 0 ai c (LS is m c a) O .� o c 0 o CV O cp — (0 co e LO w • co 45 U c N css — m tn 0 od 2• ~ MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By GLS Checked By CMA SCREEN SUPPORT ELEVATION DETAILS ct Number:DCAP.2016.486 © Copyright 2017 (P16273) R Q P N M L K J 1-1 G F 1 2 3 4 5 6 7 8 9 10 12 113 14 15 16 17 118 119 1 20 21 22 23 24 1/4" DIA ROD BY MDI 4 WRAP AROUND SCREEN FRAME BY MDI 3/16 111107\ 3/16 <TYP 1.75" DIA TUBE SCREEN FRAME BY MDI 3/8" DIA. BOLT IN THREADED HOLE, TIGHTEN TO LOCK SCREEN FRAME 3/8" DIA BOLT (TYP) 1/4 TYP 1'4 1/2" DIA. THROUGH BOLT w/ LOCK NUT / wl (2) 3/8" DIA. BOLTS w/ SPRING NUTS �!�► 3/8" STEEL BRACKET BOLTED TO UNISTRUT UNISTRUT P1000 (2) 3/8" DIA. BOLTS w/ SPRING NUTS 1/4" STEEL BRACKET WELDED TO ANGLE CLIP 0.75"0 x 0.035 TUBE 7/16" PUNCHED HOLE FLATTENED END 0.75"0 x 0.035 TUBE PLAN 7/16" PUNCHED HOLE ELEVATION BRACE END DETAIL Q Q Q Q Q Q Q Q Q ( SEE COLUMN SPLICE DETAIL BELOW 1/4 1/4 TYP MAIN BEAM 1/2" DIA. THROUGH BOLT w/ LOCK NUT MAIN BEAM BRACES SHALL BE CONNECTED TO UPRIGHTS AS CLOSE AS POSSIBLE TO HORIZONTAL BEAMS 3/8" DIA. A307 BOLTS w/ LOCK NUTS (TYP) Q Q Q Q Q NOTE: SECONDARY BEAMS AND OPEN STEEL PLANKS NOT SHOWN FOR CLARITY, RE: MDI DWGS 1 SCREEN FRAME CONNECTION S4.4 N.T.S. 2 \ CROSS BRACE CONNECITON N.T.S. 3/8" DIA. A307 BOLT w/ LOCK NUT L2x2x1/8 STRUT CONNECT TO BUILDING STRUCTURE PER 4/S4.3 COLUMN UPRIGHT (TYP) COLUMN UPRIGHT (TYP) 1/2" DIA. A307 THROUGH BOLTS wl LOCK NUTS (TYP.) K;) TYP ANCHORAGE OF BASE TO BUILDING STRUCT• DETAIL 3/S4.3 REVIEWED FOR CODE COMPLIANCE APPROVED DOWN MAY 2 2011 City of Tukwifs BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER cn E a) 0 CLS a) C as 'Fs C D) rn o 0 N O _c0 o LO a a C CO 0) = r) D ui O a)5 U C a) as <t r• 0 0 MEP HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 3629090 phone mail@h-be.com Structural PM A !Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, ICS 66202 P: (913) 831.1262, F: (913) 831.0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 3 \ REAR HORIVZONTAL STRUT TO STRUCTURE S4.4 J N.T.S. 4� COLUMN SPLICE DETAIL S4.4 N.T.S. 1 2 13 14 15 6 7 8 9 10 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 COLUMN BASE DETAIL N.T.S. 1 20 121 22 Drawn By Checked By ISOMETRIC DETAILS GLS CMA Project Number:DCAP.2016.486 © Copyright 2017 (P16273) • R Q P N M L H F a) c) E v7 ti O 13?I CD fi)L U L O ti N CD a c N E U 0 B E cn L U 1 2 3 4 5 6 7 8 9 10 11 12. 13 14 15 16 17 18 19 20 21 22 23 24 _ G D — C — A • NOTE: NOTES: 1. ALL BOLTS ARE GRADE A307 OR HIGHER. 2. SECONDARY BEAMS AND OPEN STEEL PLANKS NOT SHOWN FOR CLARITY, RE: MDI DWGS (2) UNISTRUT CONNECTIONS PER SPEAKER 3/16" WIRE ROPE SAFETY CABLE W/ (3) CROSBY SCREEN FRAME BEAM (TYP)CLIPS 7-\-- RECTANGULAR EA ENDMAIN /__`_ ■ ir....„40 '' CONNECT UPPER SPEAKER TO MIDDLE SPEAKER BOX BEAM (TYP) #12 TEK SCREWS, BOTH SIDES, SPEAKER LEVEL ONLY, (TYP) <\' / Q Q m \ / Q Q o „,,,.,, rtir(0 1/2" DIA THROUGH BOLTS �,.,, ® ® ® ® ® �, v ` �` ` �./// �___ �, `•�I _� �, ` ____ w/ LOCK NUTS CONNECT UPPER SPEAKER TO MIDDLE SPEAKER PER MANUFACTURER (3) 5/16 DIA BOLTS / \ PER MANUFACTURER (3) 5/16 DIA BOLTS SPEAKER SPLICE SPEAKER SPLICE 0 0 Q 0 Q Q 111111 Ai- SPEAKER, 1/2" MDF ENCLOSURE / SPEAKER, 1/2" MDF ENCLOSURE 0 AZ 3/4" FIRE RESISTANT PLYWOOD 1'-6" 1'-6" " .0 3/4" FIRE RESISTANT PLYWOOD 1'-6" 1'-6" ` { x SPEAKER SPLICE 3 BEAM CONNECTION AT SPEAKER DETAIL / /l r 7 x ..-' S4.5 N.T.S. • '_ 0 = #8 SPAX MDF SCREWS, PER SPEAKER SPLICE .- - (8) SIDE, EVENLY SPACED f -- 0 / /z #8 SPAX MDF SCREW, (8) PER SIDE (32 TOTAL). SCREWS MUST BE LOCATED WITHIN 4" OF THE SPEAKER PERIMETER. (2) #12 SELF TAPPING SCREWS, THROUGH PLYWOOD INTO SCREEN STRUCTURE BEAM (TYP) 3/4" FIRE RESISTANT PLYWOOD, 3'-6" x 2'-6" 0 0 0 (2) #12 SELF TAPPING SCREWS, THROUGH PLYWOOD INTO SCREEN STRUCTURE BEAM (TYP) 3/4" FIRE RESISTANT PLYWOOD, 3'-6" x 2'-6" SCREEN FRAME RECTANGULAR BEAM (TYP) 1 a 8 A • REVIEWED FOR CODE COMPLIANCE APPROVED � MAY 2 6 2017 City of Tukwila BUILDING DIVISION _ _ SCREEN FRAME RECTANGULAR BEAM (TYP) !1• NOTE: ALL BOLTS ARE GRADE A307 OR HIGHER CATWALK OPEN STEEL PLANK (TYP) WASHERS, (2) PER UNISTRUT \:_,3/8 DIA x 7 BOLTS w/ HEX NUTS AND REMOVE FACTORY INSTALLED P1000 UNISTRUT, 2'-6" LONG, SUPPORT FEET (TYP.) TRIM AS REQUIRED cl #8 SPAR MDF SCREW, (8) PER SIDE (32 TOTAL). SCREWS MUST BE LOCATED WITHIN 4" OF THE SPEAKER PERIMETER REMOVE FACTORY INSTALLED SUPPORT FEET (TYP) P1000 UNISTRUT, TRIM AS 3/8 DIA x WASHERS, NOTE: 2'-6" LONG, REQUIRED 7 BOLTS w/ HEX NUTS AND (2) PER UNISTRUT RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER A\ ALL BOLTS ARE GRADE A307 OR HIGHER 1 QSC.SC-444 SPEAKER FRONT VIEWr 2 QSC SC -444 SPEAKER SIDE VIEW 4 NOT USED S4.5 2 } �Y�� _ 1 _ _ 1 _ _ 1 °7nSJ,%P,2 I - - 7d &taflnla�=, j iwYi �Jb;;R1�! ,tP� la N.T.S. 1 _ 1 - _ t _ - I - S4.5 N.T.S. 1 2 4 5 6 7 8 I 9 10 11 2 ■ v7E a)►.: (Cl 0) catY 2 0) c0) O .S 2 co O • CV U00 __(0 co 0 c}.�� VJ •L W O L C a)5 4 was u, c — Y m co 0 c i - N. o MEP �t W HOSS &BROWN■ 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By SMWS he Y SCREEN SPEAKER MOUNTING DETAILS Project Number:DCAP.2016.486 ©Copyri•ht 2017 P1• 1 R Q P N M L K J H G F 1 2 1 3 1 4 5 6 7 8 1 9 10 12 1 13 14 1 15 16 I17 I18 119 I20 21 122 I23 24 0 0) 0 O 0 588" [49'-0"] ELEVATION I I Lo I nkr I I I I I O � O O I I I I ❑ + ---- --- --- P1000HORI NISTRUT( --- ) --- ---- ® +—_ ❑ O O ❑ O 1- � o O Z ---- ---- --- --- ---- --- ---- 0 1 •I' b 1 1 1 1 1 1 1 1 1 20" 56" 56" 56" 42" 64" 22" 42" 42" 56" 56" 56" 0" y O M NOTE: 1. SCREEN SHAKER LAYOUT SHOWN IS REPRESENTATIVE ONLY. COORDINATE FINAL SCREEN SHAKER LAYOUT WITH AMC/DOLBY. THE SCREEN SHAKERS SHALL BE MOUNTED BEHIND THE SCREEN ON A RECTANGULAR GRID AT APPROXIMATELY 4.7 FT O.C. IN BOTH DIRECTIONS. THE DIMENSIONS SHOWN ARE SUBJECT TO ADJUSTMENT DUE TO THE OVERALL SCREEN DIMENSIONS AND THE POSITIONS OF OBSTRUCTIONS. IN GENERAL THE DISTANCE BETWEEN GRID CENTERS CAN RANGE FROM 4.4 - 5.1 FT. THE SCREEN SHAKER DISK SHALL BE APPROXIMATLEY 3 - 5 FT FROM THE SCREEN EDGE. 2. THERE ARE APPROXIMATELY 56 SCREEN SHAKERS EA WEIGHING 6LBS. 3. CONFIRM SHAKER LAYOUT WITH AMC PRIOR TO INSTALLING SCREEN SHAKERS. SHAKER LAYOUT SHOWN RECEIVED FROM AMC TITLED: "DOLBY CINEMA AT AMC SOUTH CENTER 16 AUDITORIUM #9 SCREEN SHAKER LAYOUT" DATE 2017-0112 1 SCREEN SHAKER LAYOUT S4.6 N.T.S. O E ( E 07 0I — t` O N �I rn -v D L a) U (NI C (O 11)0 c a) (.) O D B 0) — Q E a) U) D O A 1 12 13 14 5 P1000 UNISTRUT HORIZ & VERT ATTACH HORIZONTALS TO COLUMNS & VERTICAL UNISTRUTS w/ UNISTRUT 90 DEG FITTINGS, 1/2" DIA BOLTS & CHANNEL NUTS & WASHERS CANTILEVER P4100 SCREEN SHAKER SUPPORT FROM P1000 UNISTRUT w/ (2) UNISTRUT 90 DEG FITTINGS THROUGH BOLTED TO P1000 w/ 1/2" DIA BULTS, NUTS, & WASHERS SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CANTILEVER P4100 SCREEN SHAKER SUPPORT FROM P1000 UNISTRUT w/ (2) UNISTRUT 90 DEG FITTINGS THROUGH BOLTED TO P1000 w/ 1/2" DIA BULTS, NUTS, & WASHERS P1000 UNISTRUT HORIZ & VERT ATTACH HORIZONTALS TO COLUMNS & VERTICAL UNISTRUTS w/ UNISTRUT 90 DEG FITTINGS, 1/2" DIA BOLTS & CHANNEL NUTS & WASHERS SCREEN FRAME COLUMN PER S1.1, S1.2 & S1.3 (2 SCREEN SHAKER SUPPORT DETAIL 4.6 N.T.S. 0 0 0 0 0 0 ti 0 0 0 0 SECTION SCREEN SCREEN SHAKER (APPROXIMATE WT IS 6 LBS) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 26 2011 City of Tues BUILDING MVO • E a) U cco To i• t rn as rn 0 N c N tet' _co T co 10 0 �_ -r.:., 0 cD o vi oa. U c � as 0) a) O -o U • as t ` Q ` c O U 2 L U) O U MEP HOSS Sc. BROWNMI 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com Structural PM A 1Engineering 6717 Shawnee MIsslon Pkwy Sults 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831.0148 www.pmaeng1neer1ng.com Southcenter 16 Auditorium #9 Renovation Westfield Southcenter 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: Drawn By Checked By SCREEN SHAKER GLS CMA 1 12 1 13 1 14 1 15 116 117 118 119 120 1 21 22 O R Q P N M L K J H G E D C B A 1 2 13 4 5 8 9 10 I12 I13 I14 i15 I16 I17 18 I19 120 121 22 23 24 PIPING -xo ELBOW UP ELBOW DOWN TEE UP TEE DOWN PIPE REDUCER PLUMBING GW -T 140 WASTE LINE -ABOVE GRADE GREASE WASTE LINE -ABOVE GRADE WASTE LINE -BELOW GRADE VENT LINE DOMESTIC GOLD WATER DOMESTIC HOT WATER DOMESTIC TEMPERED HOT WA i ER DOMESTIC HOT WATER REGIRG. 140 DEGREE DOMESTIC HOT WATER LIGHTING A O► AO AO 2 a let 4 ► E WALL WASHER LIGHTING FIXTURE, ARROW INDICATES DIRECTION FLUORESCENT FIXTURE AND TYPE EMERGENCY LIGHT FIXTURE NIGHT LIGHT FIXTURE LIGHT FIXTURE AND TYPE LIGHT FIXTURE AND TYPE EMERGENCY LIGHT FIXTURE AND TYPE WALL MOUNTED FIXTURE WALL SCONCE WALL NOUN I till FIXTURE EXIT LIGHT GLC. MNTD. (SGL. FACE) EXIT LIGHT GLG. MNTD. (DBL. FACE) EXIT LIGHT WALL MNTD. (SGL. FACE) EXIT/EMERGENCY LIGHT EMERGENCY LIGHT A LOW VOLTAGE AISLE LIGHTING WIRING DEVICES & OUTLETS r1 lji TV dj;18 48 0 Z S S2 SF S3 S4 SD Sj SM SWP SK 0 0 SIMPLEX RECEPTACLE DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER WEATHERPROOF DUPLEX RECEPTACLE QUAD RECEPTACLE HEAVY DUTY RECEPTACLE -NEMA TYPE A5 NOTED FLOOR MOUNTED DEVICE CEILING MOUNTED DEVICE ISOLATED GROUND DUPLEX RECEPTACLE ISOLATED GROUND QUAD RECEP EAGLE WALL MOUNTED PHONE CENTER OF DEVICE AT 48" A.F.F. DATA OUTLET TELEPHONE/DATA OUTLET GABLE T.V. OUTLET GABLE TRAY SURFACE RACEWAY SWITCH, SPST U.N.O. SWITCH, DPST FUSESTAT 3 -WAY SWITCH 4 -WAY SWITCH DIMMER SWITCH JAMB SWITCH MOTOR RATED SWITCH SWITCH WITH WEATHERPROOF COVER KEYED SWITCH TIME SWITCH PUSH BUTTON PHOTOCELL SWITCH MOTION SENSOR DUCTWORK AI -PJ u ®r I ISI i lid =111=3:1 EQUIPMENT TYPE AND NUMBER PUMP LINEAR SLOT DIFFUSER FLEXIBLE DUCT NEGATIVE PRESSURE AIR DUET UP NEGATIVE PRESSURE AIR DUCT DOWN POSITIVE PRESSURE AIR DUCT UP 11 POSITIVE PRESSURE AIR DUCT DOWN I RISE (\) 51 100 6" DUGT RISE OR DROP IN THE DIRECTION OF AIRFLOW SQUARE TO ROUND TRANSITION ROUND DUCT UP, DOWN ELBOW WITH TURNING VANES FLEXIBLE CONNECTION MANUAL BALANCE DAMPER MOTORIZED CONTROL DAMPER FIRE DAMPER SMOKE DAMPER FIRE/SMOKE DAMPER SPIN -IN BRANCH DUCT CONNECTOR - WITH DAMPER IF SHOWN HIGH EFFICIENCY BRANCH DUCT CONNECTOR - WITH DAMPER IF SHOWN SUPPLY AIR DIFFUSER DUCT MOUNTED GRILLE/WALL GRILLE RETURN GRILLE NOISE REDUCING RETURN AIR TRANSFER SUPPLY DIFFUSER- THREE-WAY THROW DIFFUSER, GRILLE, OR REGISTER TYPE GEM CONNECTION SIZE POWER EQUIPMENT ELECTRICAL DISTRIBUTION PANEL, SWITCHBOARD, OR MOTOR CONTROL PANEL BOARD LOAD CENTER METER J -BOX MOTOR DISCONNECT SWITCH HOME RUN CONGEALED CONDUIT CONDUIT BELOW SLAB ONE HOT, ONE NEUTRAL, AND ONE GROUND IN CONGEALED CONDUIT (#12 in 1/2" G. U.N.O.) EXPOSED CONDUIT CONDUIT TURNING DOWN CONDUIT TURNING UP SHARED HOME RUN FIRE ALARM rAGF1 FAA m II ta Ell 04 01 LEI FIRE ALARM CONTROL PANEL ANNUNCIATOR PANEL FIRE ALARM POWER EXTENDER PULL STATION SMOKE DETECTOR HEAT/THERMAL DETECTOR DUCT SMOKE DETECTOR MAGNETIC DOOR HOLD HORWSTROBE STROBE SPEAKER/STROBE SPEAKER HORN VALVE TAMPER SWITCH FLOW SWITCH TEMPERATURE CONTROLS Q,allu-i TEMPERATURE SENSOR/THERMOSTAT SERVING AHU-I HUMIDITY SENSOR/HUMIDISTAT 1 12 I3 14 I5 7 8 ABBREVIATIONS A A/G AF AFC AFFEA AF AEG AIG APD AV AWG BCU BHP BFF BOD BOP GT CATV AV GGTV CD FGI CFH GHM CO CO2 GT GTR CU GUH 011 0115 DD• G DFU ON DDT DPST DX EAT EPS EJ ESFR ESP ETR END ENO FAA FSP FGO FD FF FGGO FL LA FFPM FTU FVNR G/G &Ft GND GH GW HB HG• 5 HD HOA HP HPG HPR HPS HSTAT HTG HTR HAIR HI^I5 117 IE 16 IN. 110 INC. KV II KVA KVAR KWH DB LP LPG LRA LWT MBH MGA MGM MD MDP M HR MPG MP5 M5 M5B MTDMAU N WA NC NEWH NIG NO WO WG AMPS; AIR (COMPRESSED) AIR CONDITIONING AMPERE FUSE ABOVE FINISHED CEILING AREA FOR EVACUATION ASSISTANCE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT AMPERE INTERRUPTING CURRENT ALUMINUM AIR PRESSURE DROP AUTOMATIC TRANSFER SWITCH ACID VENT ACID WASTE AMERICAN WIRE GAUGE BLOWER COIL UNIT BACKFLOW PRE -VENTER BRAKE HORSEPOWER BELOW FINISHED FLOOR BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STRUCTURE BRITISH THERMAL UNITS PER HOUR CONDUIT CURRENT TRANSFORMER GABLE TELEVISION SYSTEM CONSTANT AIR VOLUME CLOSED GIRGUIT TELEVISION CONDENSATE DRAIN GON1RAGTOR FURNISHED, CONTRACTOR INSTALLED GUBIG FEET PER HOUR GUBIG MET PER MINUTE CHILLER CLEANOUT, CARBON MONOXIDE CARBON DIOXIDE COOLING TOWER COOLING TOWER RETURN COOLING TOWER SUPPLY COPPER, CONDENSING UNIT CABINET UNIT HEA 11=K GOLD WATER CHILLED WATER RETURN CHILLED WATER SUPPLY DRAIN DIRECT DIGITAL CONTROL DRAINAGE FIXTURE UNITS DOWN DOUBLE -POLE, DOUBLE -THROW DOUBLE -POLE, SINGLE -THROW DIRECT EXPANSION ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR ENI ERIN& DRY BULB EXHAUST FAN EXPANSION JOINT EARLY SUPPRESSION FAST RESPONSE EXTERNAL STATIC PRESSURE EXISTING TO REMAIN ENTERING WET BULB FI FGTRIG WATER COOLER FIRE ALARM ANNUNCIATOR FIRE ALARM CONTROL PANEL FURNISHED BY OTHERS FLOOR CLEANOUT FAN COOL UNIT FIRE DAMPER, FLOOR DRAIN FINISHED FLOOR FINISHED GRADE CLEANOUT FLOW LINE FULL LOAD AMPS FIRE PROTECTION CONTRACTOR bbl PER MINUET= FAN TERMINAL UNIT FULL VOLTAGE, NON -REVERSING NATURAL GAS GENERAL CONTRACTOR GROUND ROG FAULT INTERRUPTER GALLONS PER HOUR GALLONS PER MINUTE GREASE WASTE HOSE BIBB HOT/CHILLED WATER RETURN HOT/CHILLED WA I ER SUPPLY HEAD, HUB DRAIN HAND -OFF -AUTOMATIC HEAT PUMP HIGH PRESSURE CONDENSATE HEAT PUMP RETURN HEAT PUMP SUPPLY, HIGH PRESSURE STEAM, HIGH PRESSURE SODIUM HUMIDISTAT HEATINGHEA HOT WATER RETURN HOT WATER SUPPLY NSIDE DIAMtT ER NVERT ELEVATION SOLATED GROUND NGHES OF WATER COLUMN NGANDESGENT 000 CIRCULAR MILS KILOVOLT KILOVOLT -AMPS KILOVOLT -AMPS REACTIVE KILOWATT KILOWATT-HOUR LAVATORY LEAVING AIR TEMPERATURE LEAVING DRY BULB LINEAR FEET LOW PRESSURE LOW PRESSURE STEAM CONDENSATE LIQUIFIED PETROLEUM GAS (PROPANE) LOW PiRESSURE STEAM LOCKED ROTOR AMPS LEAVING WET BULB LEAVING WATER TEMPERATURE 000 BTU PER HOUR MECHANICAL GONTRAGTOR MINIMUM GIRGUIT AMPAGITY MOTOR CONTROL CENTER R 1000 CIRCULAR MILS MOTORI7F0 DAMPER MAIN DISTRIBUTION PANEL MANUFACTURER MANHOLE/METAL HALIDE MAIN LUGS ONLY MEDIUM PRESSURE CONDENSATE MEDIUM PRESSURE STEAM MOTOR STAR I EK MAIN SWITCHBOARD MOUNTED MAKE-UP AIR UNIT NITROGEN NOT APPLIGABLE NOISE CRITERIA NON -FREEZE WALL HYDRANT NOT IN CONTRACT NITROUS OXIDE NORMALLY OPEN, NORMALLY CLOSED 19 110 111 O OXYGEN OA OUTSIDE AIR OG ON CENTER OD OUTSIDE DIAMETER OFGI OWNER FURNISHED, CONTRACTOR INSTALLED ORD OVERFLOW ROOF DRAIN PA PIPE ANCHOR PGWR PRIMARY CHILLED WA I L -K RETURN PGWS PRIMARY CHILLED WA i ER SUPPLY PGR PUMPED CONDENSATE RETURN PPHD PPRESSURE DROP (ILL] OF WATER) PHWR PRIMARY HEATING WA i ER RETURN PHWS PRIMARY HEATING WA I EK SUPPLY PNL PANEL PRV PRESSURE REDUCING VALVE PS PULSE START P51 POUNDS PL -t . SQUARE INCH PSIA POUNDS PER SQUARE INCH -ABSOLUTE PSIG POUNDS PER SQUARE INCH -GAUGE PT POTENTIAL TRANSFORMER QTY QUANTITY R R P RD REV RF RH RLA RPM RTU 5 SA• N SCW SOWSR 517 SHWR 5PST SSOFT 5/5 55 5TC 5TM 511D T TG TDHH TS• TAT TU UF UG UL UPS V VAG VAV VC VF• D VTR 11 115 11GO NIG 1114 WPD WP NT XFMR XP RLTRIGERANT RETURN AIR REINFORCED CONCRETE PIPE ROOF DRAIN REVISION RETURN FAN RELATIVE HUMIDITY RUNNING LOAD AMPS REVOLUTIONS PER MINUTE ROOF TOP UNIT SINK, STEAM SUPPLY AIR SANITARY SEWER SECONDARY CHILLED WATER RETURN SECONDARY CHILLED WATER SUPPLY SMOKE DAMPER, STORM DRAIN SUPPLY FAN SECONDARY HEATING WATER RETURN SECONDARY HEATING WATER SUPPLY SINGLE -POLE SINGLE -THROW STATIC PRESSURE SQUARE FOOT/SQUARE MET START/STOP SERVICE SINK, STAINLESS STEEL STORM DRAIN SOUND TRAP, STEAM TRAP SOUND TRANSMISSION GLASS STEAM SOFT WATER SWITCHBOARD TEMPERED WA I EK TEMPERATURE GAUGE TOTAL DYNAMIC HEAD TOTAL STATIC PRESSURE THERMOSTAT TWISTLOGK TERMINAL UNIT UNDER FLOOR UNDER GROUND UNIT HEATER UNDERWRITERS LABORATORIES, INC. UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VAGUUM VOLTS ALTERNATING CURRENT VARIABLE AIR VOLUME VITRIFIED CLAY PIPE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VENT THROUGH ROOF WATER SERVICE, WATTS WET BULB WALL CLEANOUT WATER COLUMN, WATER CLOSET WALL HYDRANT WATER PRESSURE DROP WEATHERPROOF WAfhKTIGHT, WEIGHT TRANSFORMER EXPLOSION -PROOF GENERAL HEAVY LS WEIGHT INDICATES CONNECT NEW TO EXISTING LIGHT AND SCREENED LINEWEIGHT INDICATES EXISTING -TO -REMAIN DARK AND DASHED LINEWEIGHT INDICATES DEMOLITION WHEN SHOWN ON DEMOLITION PLAN OR NO11=U POINT OF DISCONNECT FROM EXISTING CONSTRUCTION NOTE REVISION NUMBER SECTION GUT THROUGH DRAWING AREA OF ENLARGEMENT PLAN NUMBER SHEET WHERE ENLARGED PLAN 15 DRAWN THI5 15 A MA5 I tK LEGEND. NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE USED ON THE DRAWINGS. GENERAL MEP REQUIREMENTS 1. Provide all seismic supports, restraints, accessories and options for equipment as required by code. Code required design of MEP seismic supports shall be provided by contractor. 2. The contract includes all labor, material, and equipment required for the complete systems as shown and specified. Provide all devices and accessories as necessary for complete and working systems. 3. The contractors shall become familiar with the work of all other trades and shall fully coordinate their work prior to ordering equipment or installation of systems. 4. The materials, products and equipment described in these specifications or on the drawings establish a standard of required function, dimension, appearance, and quality to be met by any proposed substitution. Listing of these manufacturers shall in no way be construed as a device intended to limit the bidders to those specifically listed. P Y 5. Reference to any article, device, product, material, fixture, form or type of construction by name, make, or catalog number, shall be interpreted as having established a standard of quality and shall not be construed as limiting competition. Articles, fixtures, etc. of equal quality by manufacturers listed in this specification for the applicable use, shall be acceptable, subject to performance, spatial, structural, and electrical constraints of the project design. The Engineer reserves last opinion as to a product's equality or superiority to that specified. 6. Shop drawings shall be submitted in PDF form and for all equipment and major materials supplied and shall include: manufacturer, model number, materials, and miscellaneous data as required to describe the equipment; capacity, voltage, phase, ampacity, and other miscellaneous data to quantify the size of the equipment; dimensional drawings showing layout, connection paints, and detailed layout of components; electrical full Toad amps and minimum circuit ampacities; and other pertinent information needed for complete review by the engineer. Conspicuously mark on each submittal the exact model, fittings, accessories, and devices to be supplied. When a schedule is shown on the drawings or in the specifications, provide a copy of that schedule with the submittal. Contractor shall check all shop drawings to verify that they meet the requirements of the drawings and specifications before forwarding to the architect and engineer. All shop drawings submitted shall bear the stamp of the contractor to show that they have been reviewed in detail. No work shall be fabricated and no equipment ordered until the architect and engineer have returned acceptable reviewed shop drawings. 7. Before project close-out, submit installation, operating, maintenance instructions, and parts lists for equipment provided in PDF format. Include in the manual a list of service organizations capable of rendering service for each piece of equipment. Keep in a safe place all keys, wrenches, and other specialty tools furnished with equipment. Present to owner at project close-out and receive a receipt showing the Owner has received the same. 8. Locations of equipment, piping, and other work are indicated diagrammatically on the drawings. Each contractor shall coordinate exact locations subject to structural conditions, work of other contractors, access requirements, and the approval of the architect and engineer. 9. Drawings and specifications indicate minimum construction standards, but should any work indicated be sub -standard, to any ordinances, laws, codes, rules, or regulations bearing on work, the contractor shall execute work in accordance with such without increased cost to the owner, but not until he has referred such variances to the engineer. 10. The contractors shall secure and pay for the necessary permits and certificates of inspection for their trade. Keep record of all permits and inspections and submit two copies to the engineer with request for final inspection. 11. This contractor shall warrant that the complete systems installed under this contract shall be free of defects in workmanship and materials for a period of one (1) year from the date of substantial completion by the arch/owner. If defects occur during the one year guarantee period, this contractor shall repair or replace such defects at no expense to the owner and to the satisfaction of the owner and engineer. 12. Provide 3-1/2" concrete bases for all floor mounted equipment unless shown or noted otherwise. Provide 6x6 welded wire fabric reinforcing minimum or as required by the structural engineer. 13. Adequately protect equipment from damage after delivery to the Jobsite. Cover with heavy polyethylene plastic. Elevate equipment when there is danger of water damage. Equipment damaged will be rejected. 14. Any scratches to factory finishes shall be touched up using factory supplied paint before final acceptance. If extensive damage to factory finishes has occurred, equipment panels shall be replaced to the satisfaction of the engineer. If rust has formed, remove as recommended by the manufacturer prior to touch-up. 15. Install all equipment in strict accordance with the manufacturer's recommendations and the shop drawings reviewed by the Engineer. The complete installation shall function as designed and intended with respect to efficiency, capacity, and noise level, etc. Any abnormal noise caused by rattling equipment, conduit, or fixtures will not be acceptable. 16. Contractor shall perform initial start-up of systems and shall provide necessary supervision and labor to make the first seasonal change -over of systems. Owner's operating personnel shall be present during this operation. 17. It is the contractor's responsibility to provide materials and trim which fit properly the types of ceiling, wall, or floor finishes actually installed. Model numbers in specifications or shown on drawings are not intended to designate the required trim. 18. Contractor shall provide all miscellaneous steel, etc., for the proper installation of the systems specified and/or indicated on the plans. Any item connecting to building structure shall be done in a manner accepted by the structural engineer. When bar joists are used for steel construction, items shall be supported from angle iron spanning the top chord of the joists. 19. Periodically during construction and prior to Owner acceptance of the building, Contractor shall remove from the premises and dispose of all packing material and debris. 20. Before submitting his or her bid, the Contractor shall visit the actual location of the job and shall fully understand the scope of the work to be done and the conditions under which it is to be performed. In no case shall additional compensation be granted when existing conditions could reasonably be determined. 21. Any work that will affect the building occupants in any way shall be coordinated with owner/tenant. Such work shall be performed in a satisfactory manner to those affected. 22. The Contractor shall closely coordinate all utility downtime with the Owner and Architect giving a minimum fourteen (14) day notice prior to downtime. Downtimes are to be held to a minimum duration with the Owner being notified as to the extent of said downtime. Any work that will affect the building occupants in any way shall be coordinated with that tenant. Such work shall be performed in a satisfactory manner to those affected. 23. The Electrical Contractor shall provide all conduit and wiring and shall connect complete and ready for operation all electrical motors and equipment in the other contracts. The other contractors shall furnish to the Electrical Contractor all switches, electrical controls, and other accessories required. Installation of all motors, equipment, etc., shall be made by the Contractorfumishingthe equipment, unless otherwise indicated. 24. Unless integral to the equipment supplied or noted otherwise, the Electrical Contractor shall provide disconnect switches, motor starters, and variable frequency drives as required by code and/or as shown on the drawings. The contractors responsible for installing the associated equipment shall coordinate with the Electrical Contractor to ensure devices of the proper size are furnished. Further, the other trades shall furnish all electric control items needed to the Electrical Contractor for installation and connection. 25. The contractor shall provide openings and chases, cutting and patching, excavation and backfilling, and pipe sleeves as needed for proper execution of the work. 26. Sleeves are required in all penetrations through new exterior walls, masonry walls, floors and fire rated gypboard walls. Sleeves shall be either Schedule 5 steel pipe, EMT conduit, field fabricated from minimum 16 gauge steel with 2" overlap at the seam, or as required by UL listed fire -stopping system. Sleeves will not be required in existing wall penetrations of masonry construction when such openings are made by "core -drilling." Space between sleeves and pipe in outside walls shall be sealed using link seals. Space between sleeves and pipe in other wall construction shall be the diameter necessary to provide the clearance required by the UL listed fire stopping method chosen by the contractor. 27. Provide fire stopping to maintain the fire rating of walls, floors, ceilings, or other building component. Fire stopping shall be composed of components that are compatible with each other, the substrates forming openings, and the items, if any, penetrating the fire stopping under conditions of service and application, as demonstrated by the fire stopping manufacturer based on testing and field experience. Firestop system installation must meet requirements of ASTM E-814, UL Standard 1479 or UL Standard 2079 tested assemblies that provide a fire rating equal to that of construction being penetrated. HVAC REQUIREMENTS 1. Provide all equipment as shown or noted on the plans. Provide all accessories, controls, or other items as necessary for complete and operating systems. All equipment shall be labeled, bearing designation as shown on the drawings. Labels shall be engraved, white on black laminated plastic plates. 2. All temporary valves, dampers, disconnects, etc. not indicated, but required by phasing, shall be included in the base bid. 3. Provide canvas connections for all duct systems at fan or unit connections. 4. All ductwork sizes shown on the drawings represent free area. Adjust sheetmetal sizes accordingly to accommodate insulation. 5. All rectangular outdoor air intake ducts, exhaust ducts, mixed air ducts, return air ducts, boots/transfers, and low pressure supply ducts, shall be lined with Certain -Teed, SoftTouch, type 150,1.5 pcf, 1-1/2" thick with K=0.24 based on 75" F mean temperature and an NRC of 0.45. Liner shall be installed according to the latest SMACNA duct liner application standard. 6. Provide all sheet metal work as specified and indicated on the drawings. All duct construction, gauges, methods of construction, and methods for hanging and 112 I13 114 115 116 117 118 supporting shall conform to SMACNA "HVAC Duct Construction Standards" and all applicable codes. 7. Low pressure ducts shall conform to SMACNA Tables 1-5 (2" w.g.) and Tables 1-10 through 1-13. Additional reinforcing shall be installed where necessary to eliminate excessive movement and vibration. All rectangular branch takeoffs in supply ductwork shall be the 45° entry design with a manual damper. Low pressure round ducts 10" and smaller in diameter shall be constructed per SMACNA Table 3-2, 2" w.g. Low pressure round ducts 12" and larger in diameter, and all exposed round ducts, shall be of spiral construction. 8. Flexible ductwork is acceptable where indicated in low pressure ductwork and shall be FlexmasterType 8M, or approved equal, UL -181 Class I air duct, insulated, flexible duct with manufacturer's minimum working pressure rating of 6" W.G. The use of flexible duct run shall be limited to 6' on any single duct run. INSTALL FLEXIBLE DUCT AS STRAIGHT AS POSSIBLE WITHOUT SAGGING. MAKE BENDS WITH MAXIMUM RADIUS POSSIBLE. 9. Provide double vane style turning vanes in all elbows of rectangular ducts except in kitchen hood exhaust. 10. Fire dampers, combination fire/smoke dampers, and smoke dampers shall be provided as required per code and where shown on the drawings. Dampers shall be in full compliance with local codes. Provide access doors for access to dampers 11. All piping shall be concealed in walls, below floors, or above ceilings unless indicated otherwise or shown running through areas with exposed structure. Pipe shall be installed parallel or perpendicular to building surfaces. 12. Before testing begins, the contractor shall: clean ductwork, coils, fans, etc. in the air system to remove all construction dust and debris; provide new air filters; start, lubricate and balance all fans; lubricate all motors and bearings; check belt tension; check motor rotation; clean all strainers; verify water has been treated and cleaned; set automatic fill valves for required system pressure; check expansion tanks to determine that they are not air bound and that the system is completely full of water; check air vents at high points of systems and determine if all are installed and operating freely (automatic type) or bleed air completely (manual type); check operation of automatic bypass valves; check and set operating temperatures of chillers to design requirements. 13. The contractor shall procure the services of a balancing and testing agency which will balance in compliance with the National Environmental Balancing Bureau. Air and water flows shall be balanced to within plus or minus 1096 of design requirements. The final report shall be submitted to the Engineer for review. Piping systems shall be pressure tested at a minimum of twice the expected system capacity or a maximum of the pressure rating of the system components. 14. During testing and balancing, the contractor shall change or adjust pulleys as required to give proper fan RPM. 15. During construction, contractor shall cover all duct openings to prevent the spread of dust and debris. ELECTRICAL REQUIREMENTS 1. The Electrical Contractor shall provide all conduit and wiring and shall connect complete and ready for operation all electrical motors and equipment for other trades as shown on the drawings and as required for complete and operating systems. 2. Projector and Rack: The owner will provide the projector and rack and the Electrical Contractor shall make all required electrical connections. 3. Single Phase Exhaust Fans: The MC shall provide the single phase exhaust fans with disconnecting means. The Electrical Contractor shall provide the line voltage thermostat as may be indicated. The Electrical Contractor shall make all required electrical connections. 4. Fire Alarm: The fire alarm supplier/contractor shall provide all low voltage control wiring. The EC shall provide indicated 120 volt power supplies and connections. The EC shall provide all rough -in boxes and conduits for devices as indicated under the direct supervision of the Fire Alarm Contractor. Coordinate all requirements with the Fire Alarm Contractor. The fire alarm work is in this contract. 5. Security System: The security system supplier/contractor will provide all low voltage control wiring. The EC shall provide indicated 120 volt power supplies and connections. The EC shall provide all rough -in boxes and conduits for devices as indicated under the direct supervision of the Security Contractor. Coordinate all requirements with the Security Contractor. 6. Provide the wire as specified and the circuiting as shown on the drawings. All power wires and cables #10 awg and smaller shall be annealed soft copper, solid construction, code type THWN or THHN. All power wires and cables #8 awg and larger shall be annealed soft copper, compressed strand construction, code type THWN-2 or THHN. Minimum conductor #12 in E.M.T. 7. Color coding for 120/208 volt systems shall be Black/Blue/Red for phase conductors, White for neutral and green for grounding conductors. Color coding for 277/4.80 volt systems shall be Brown/Orange/Yellow for phase conductors, Grey/White for neutral and green for grounding conductors. 8. All interior conduit shall be E.M.T. Provide setscrew couplings and fittings for NEMA 1 installations and compression couplings and fittings for NEMA 3R installations as a minimum. All conduit shall be run parallel or perpendicular to the building surfaces. All conduit shall be concealed in walls. Overhead conduit shall be concealed except in rooms without ceilings. 9. At the Contractor's option all interior branch circuits (except those in the projector booth) may be type MC cable with listed fittings and couplers in lieu of EMT conduit and conductors. All homeruns to panels will be made with EMT conduit (no MC connections to panel cans). Color coding shall be maintained. 10. Each 120 volt outlet circuit shall be provided with dedicated neutral conductors. Three phase, four wire homeruns of 120 volt branch circuits will not be accepted. 11. Each light fixture shall be provided with a dedicated fixture whip from a junction box. The practice of 'daisy -chaining' from fixture to fixture will not be accepted. Multiple fixture whips from a single box is acceptable. 12. Provide conduits and raceways; electrical pull, junction and device boxes as specified and shown on the drawings, as well as those required for a complete and code acceptable installation. 13. The Electrical Contractor shall provide rough -in boxes and Y"conduit for thermostats under the supervision of the temperature controls installation contractor. 14. Provide engraved, white on black, laminated plastic plate, mechanically affixed labels on all panels, transformers, safety switches, motor starter, etc. Where panels, etc., occur in finished rooms, label shall be on inside of the door. Labels shall match designation indicated on the plans. 15. Provide 20 amp, heavy duty commerical wiring devices as shown on the drawings. Device and coverplate colors shall be as directed by the architect. Coverplates shall be stainless steel or nylon and match the existing devices in the area. Ground fault interrupter receptacles shall be provided in all locations as required in Section 210.8 of the latest adopted version of the NEC. Tamper resistant receptacles shall be provided at all locations as required by the latest adopted version of the NEC. 16. Provide heavy-duty safety switches as indicated on the plans and as specified. Provide the appropriate NEMA enclosure rating for the installation location. All safety switches shall be NEMA Type HD and UL listed. Provide fusible devices as shown on the drawings. 17. Provide light fixtures as specified. Material, equipment or services necessary to complete the installation of these fixtures, but not specifically mentioned shall be furnished as though specified. 18. Lamps shall be provided by the electrical contractor with sizes as indicated on the drawings. Lamps shall be as manufactured by Philips, Sylvania, or General Electric. Incandescent and halogen lamps shall be rated at 130 volts. Fluorescent lamps shall match existing color temperature and a minimum of CRI of 85. Metal halide lamps shall be pulse start metal halide rated at 4000 K color temperature and a minimum CRI of 62. 19. Fluorescent fixtures shall be furnished with Osram Quicktronic, or equal, Octron compatible ballasts. 20. Emergency fluorescent fixtures shall be provided with battery backup ballast to illuminate 1 lamp for 90 minutes at level of 1350 lumens. Ballasts shall be cold -weather rated when installed outside the building insulation. 21. Properly support and align all fixtures and provide all necessary steel shapes for support of the fixtures. Fixtures recessed in ceilings shall be securely connected to the ceiling. For fixtures weighing less than 56 pounds, provide a minimum of two (2)12 gauge wires which are connected to the structure above. Fixtures weighing more than 56 pounds shall be supported directly from the structure above. 22. Verify all ceiling systems and coordinate fixture type and accessories prior to ordering fixtures. Coordinate and cooperate with ceiling installer in regards to the location and installation of light fixtures. 23. All wall mounted fixtures shall be coordinated with the architectural features of the building. Where specific elevations or dimensions are not indicated, verify the correct location with the Architect prior to beginning any work. 24. At the time of substantial completion, aim all track lights, flood lights, spot lights, etc per the Architect's direction. Provide all scaffolds, lifts etc as required. 25. Verify and match fault current capacity of all new circuit breakers specified in existing panels. 26. Unless integral to the equipment supplied or noted otherwise, the Electrical Contractor shall provide disconnect switches, motor starters, and variable frequency drives as required by code and/or as shown on the drawings. The contractors responsible for installing the associated equipment shall coordinate with the Electrical Contractor to ensure devices of the proper size are furnished. Further, the other trades shall furnish all electric control items needed to the Electrical Contractor for installation and connection. 27. Provide engraved, white on black, laminated plastic plate, mechanically affixed labels on all panels, transformers, safety switches, motor starter, etc. Where panels, etc., occur in finished rooms, label shall be on inside of the door. Labels shall match designation indicated on the plans. 28. Provide heavy duty magnetic motor starter, and manual motor controllers as indicated on the plans and as specified. Provide the appropriate NEMA enclosure rating for the installation location. All motor starters shall be NEMA rated and UL listed. Controllers shall be furnished within dedicated enclosures combination/disconnect controllers as indicated on the plans. contacts and other accessories as needed for proper control as trades. FIRE PROTECTION 1. Adjust head locations and add heads as needed to completely cover the renovated spaces. Alter fire protection system as required by new work. 2. Provide fire protection system complete, per applicable codes, per NFPA, and per requirements of authorities having jurisdiction. 3. Include alt piping offsets, fittings, drains, valves, supports, heads, etc. as required for a complete operable system. 4. Sprinkler heads in Digital EntryDisplay (DED) or Portal shall be flat concealer type. Concealer color to be RAL#9011, Graphite Black. 5. Sprinkler heads shall be recessed for areas with finished ceilings. Sprinkler head's finish shall match ceiling. Sprinkler heads shall be rough brass for areas with exposed structure. Sprinkler heads in ceilings, unless functionally impossible, shall be centered with and between rows of light fixtures. Sprinkler heads in machine rooms shall be 212°F temperature activated. 6. Piping in areas having finished ceilings shall be concealed. Sprinkler piping 2-1/2" and larger may be schedule 10 black steel. Sprinkler piping 2" and smaller shall be schedule 40 black steel. Minimum pipe size shall be 1". 7. The system shall be designed by a licensed fire protection engineer and installed by a licensed sprinkler contractor. Submit signed and sealed drawings to city as required. Pay any permit fees. 8. Coordinate all schedulingand work with other trades so e as to prevent conflicts, and to ensure orderly progress of the work, with a minimum of delays. Where sprinkler piping Is installed without coordinating with other trades and conflicts occur, sprinkler piping shall be relocated as required at no additional cost to the owner to resolve the conflicts. 9. Where piping passes through walls, floors, ceilings, or other building construction, sleeves must be used. Where exposed piping passes through finish work, chrome plated or other finish acceptable to the architect, split wall plates or escutcheons shall be installed to fit snugly around the piping. Where finish is not a problem suitable plates shall be provided at each hole to assure effectiveness of construction as a fire stop. 10. Seal all fire protection floor, wall and roof penetrations watertight and weathertight. Caulk around fire protection penetrations with 3M CP -25 fire barrier caulk (thickness as required and recommended by manufacturer) to maintain fire resistance rating of fire -rated assemblies. PLUMB I NS SPECS REMOVED RECEIVED CiTY OF TUKWILA MAY 18 2017 PERMIT CENTER ( L ID) L E o To • m as 'Fa 0) cn to N0 a0 - "t. w u7 Ni0 c (ig CD o CI) cn ,O 0) c ro - Y co o UN- Q~ iO Construction MEP z 0 z HOSS & BROWNE 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com H&B Project Number: 1620647 Copyright 2017 Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 1': (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ISSUED FOR: 13 January 2017 119 120 12 Drawn By MPB Checked By SYMBOLS LEGEND & SPECIFICATIONS ME1 MST Project Number. DCAP.2016.486 © Copyright 2017 R Q P N M L K J H G F E D C B 1 2 3 4 5 6 7 8 9 10 112 1 13 14 1 15 1 16 1 17 1 18 119 20 121 122 1 23 1 24 EF -10 24x24 UP EF -II 18x10 LASER RACK #2 —18'— O I NEW AUDIO RACKS RTU CLEARANCE Auditorium #q Auditorium #(4 24x18 GENERAL NOTES. A. ANY INTERRUPTION OF EXISTING SERVICES AND/OR EQUIPMENT SHALL 13E PERFORMED AT A TIME APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE 50 AS NOT TO INTERFERE WITH THE PRESENT BUILDING OPERATION. B. TIIME DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE WORK. CONTRACTORS SHALL EXAMINE THE DRAWINGS OF ALL TRADES AND BE FAMILIAR WITH THE OVERALL SCOPE OF DEMOLITION WORK. THE EXACT EXTENT OF DEMOLITION SHALL BE AS REQUIRED BY THE NEW WORK. G. OWNER SHALL HAVE FIRST RIGHTS TO ALL DEVICES AND EQUIPMENT REMOVED DURING DEMOLITION. COORDINATE WITH THE OWNER PRIOR TO FINAL DISPOSAL. D. ALL MECHANICAL ITEMS TO BE REMOVED SHALL BE REMOVED COMPLETE WITH ALL RELATED ITEMS INCLUDING HANGERS, SUPPORTS, CONTROLS, ETC. GAP ALL OPEN ENDED PIPES AND DUCTWORK. E. ITEMS SHOWN AS EXISTING TO REMAIN ARE A5 TAKEN FROM EXISTING BUILDING DRAWINGS AND FIELD VERIFIED BY ENGINEER EXACT CONDITIONS SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY CONFLICTS HIGH AFFECT THE SCOPE OF THE PROJECT SHALL BE REPORTED TO ENGINEER. F. PROVIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS AND SPECIAL RADIUS OR MITRED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. G. COORDINATE THE INSTALLATION OF THE DUCTWORK AND EQUIPMENT WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRIOR TO THE FABRICATION OF ANY SYSTEM COMPONENTS. H. DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT OR PANELS. PROVIDE THE CODE REQUIRED WORKING CLEARANCE AROUND ALL ELECTRICAL EQUIPMENT AND PANELS. I. PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. J. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC. WITH THE ARCHITECTURAL TRADES. K. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND WALL ELEVATIONS FOR EXACT LOCATION OF GRI1 1 P, REGISTERS, AND DIFFUSERS. L. ALL DUCTWORK SIZES INDICATE THE INSIDE CLEAR DIMENSION. M. PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETG. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. COORDINATE WITH THE ARCHITECTURAL TRADES. N. EXISTING DUCT SIZES AND LOCATIONS SHOWN ARE APPROXIMATE. 0. RELOCATE EXISTING FIRE PROTECTION LINES IF THEY CONFLICT WITH NEW DESIGN. Projection LASER RACK #I 1150 - I6' (33 24x24 n 24x24 WEMO PLAN OTES. I. REMOVE EXHAUST DUCT - REMOVE EXHAUST DUCT AND FLEX DUCT. 2. EXISTING EXHAUST FAN - BALANCE FAN TO AIRFLOW AS DIRECTED BY OWNER DURING CONSTRUCTION. PROVIDE NEW SHEAVE. FAN SHALL NOT BE SET TO OPERATE IN UNSTABLE PART OF CURVE. EF -137 Projection Booth Demo Work Mechanical Plan Ls Scale: 1/4" =1'-0" *EF-DLB REFERENCE ROOFTOP UNIT BYPASS DETAIL ON SHEET M2 FOR ADDITIONAL INFORMATION E.AN NOTES. I. ROOF TOP UNIT - PROVIDE ROOF TOP UNIT A5 SCHEDULED. BALANCE EXHAUST SYSTEM TO MEET AIRFLOW REQUIRED BY PROJECTORS THROUGHOUT ALL MODES OF OPERATION. COORDINATE REQUIRED AIRFLOW WITH OWNER DURING CONSTRUCTION. BEFORE OWNER MEASURES AIRFLOW, SUBMIT BALANCE REPORT TO OWNER INDICATING SYSTEM 15 BALANCED TO REQUIRED AIRFLOW. AT THE START OF CONSTRUCTION, AND BEFORE ORDERING ANY EQUIPMENT, CONTRACTOR SHALL VERIFY THAT SCHEDULED RTU AND DUCTWORK WILL FIT AT LOCATION SHOWN ON PLANS. VERIFY ALL CLEARANCES REQUIRED BY EXISTING AND NEW UNITS AND VERIFY DISTANCE FROM ANY EXHAUST FANS TO FRESH AIR INLET. NOTIFY ENGINEER IMMEDIATELY IF THERE ARE ANY CONFLICTS. REFER TO SHtI M2 FOR MORE INFORMATION. FIELD VERIFY AND RELOCATE GAS PIPING ON ROOF AS REQUIRED. 2. BACKUP EXHAUST - PROVIDE BACKUP EXHAUST FAN FOR PROJECTION SYSTEM A5 SCHEDULED. IN THE EVENT THE RTU 15 NOT OPERATIONAL, THE BACKUP EXHAUST FAN SHALL BE ENERGIZED MANUALLY TO COOL THE LASER RACKS. 3. LASER RACK FLEXIBLE DUCTWORK - PROVIDE 10" DIAMtTtR, BLACK NEOPRENE -COATED POLYESTER FABRIC INDUSTRIAL DUCTING HOSE, BY HI -TECH DURAVENT, MODEL# II10-1000-0002-60, SERIES 2PN. DUCTING HOSE SHALL BE ULa4V-o LISTED. 4. MOTORIZED DAMPER - PROVIDE 120V MOTORIZED DAMPER FOR BACKUP EXHAUST SYSTEM. RiRENCE BOOTH HVAC. SCHEMATIC ON THIS SHEET FOR CONTROL. COORDINATE VOLTAGES WITH ELECTRICAL CONTRACTOR 5. SUPPLY AIR BYPASS - 16x14 SUPPLY AIR BYPASS BALANCED TO 1400 GFM IN OPEN POSITION. PROVIDE OPPOSED BLADE BALANCE DAMI±K. 6. EXISTING DUCT - EXISTING DUCT TO REMAIN. NO WORK 7. RETURN GRILLE - PROVIDE RETURN AIR GRILLE ON BOTTOM OF DUCT AS SCHEDULED. S. STARTER - MOTOR STARTER PROVIDED BY ELECTRICAL CONTRACTOR. COORDINATE FAN CONTROL AND OPERATION WITH ELECTRICAL CONTRACTOR 9. SUPPLY DIFFUSER - PROVIDE NBA! SUPPLY AIR DIFFUSER AS SCHEDULED. DIRECT AIRFLOW DOWNWARD. 170 NOT DIRECT AIRFLOW DIRECTLY AT EQUIPMENT. PROVIDE 16" HETO TAKEOFF FOR EACH DIFFUSER 10. GAP EXISTING DUCTWORK AS REQUIRED II. CONDENSATE - ROUTE CONDENSATE LINE TO NEAREST ROOF DRAIN. PROVIDE HORIZONTAL SUPPORTS ON ROOF WITH TPO BETWEEN ROOF AND SUPPORT. SUPPORTS SHALL BE BY GADDY, MODEL PYRAMID 5T. 12. NEI I RETURN AIR DUCTWORK - NEW RETURN AIR DUCTWORK SHALL BE INSTALLED I8'-0" AFF. C 13. NEW SUPPLY AIR DUCTWORK - NEW SUPPLY AIR DUCTWORK SHALL BE INSTALLED 13'-O" AFF. J 14. EXISTING 24x24 RETURN GRILLE TO REMAIN 15. EXISTING 24x24 SUPPLY DIFFUSER TO REMAIN 16. RETURN GRILLE - PROVIDE RETURN GRILLE IN CEILING A5 SCHEDULED. Co MEP HOSS & BROWNi 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com H&B Project Number: 1620647 Copyright 2017 z 0 z Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 1': (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ISSUED FOR: 13 January 2017 WARM AIR FROM LASER RACK MANUAL SWITCH TO ENERGIZE FAN AND GHANGE POSITION OF DAMPERS *=INTERLOCK EP -MB TO BE ENERGIZED WHEN RTU-DLB 15 IN ECONOMIZER MODE. *a=INTERLOCK MOTORIZED DAMPER WITH EF-DLB 50 IT 15 OPPOSITE TO NORMAL POSITION WHEN EF-DLB 15 ENERGILty RECEIVED CITY OF TUKWILA MAY 18 2017 PERMIT CENTER 10 11 12 13 14 15 16 17 18 19 20 Drawn By Checked By BOOTH MECHANICAL PLANS M 1 CDW MST Project Number. DCAP.2016.486 © Copyright 2017 110 i12 113 14 115 16 117 118 119 120 121 122 1 23 1 24 Projection GENERAL NOTES. A. ANY INTERRUPTION OF EXISTING SERVIGES AND/OR EQUIPMENT SHALL BE ' PERFORMED AT A TIME APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE 50 AS NOT TO INTERFERE WITH THE PRESENT BUILDING OPERATION. 13. ITEMS SH01 1 A5 EXISTING TO REMAIN ARE A5 TAKEN FROM EXISTING BUILDING DRAWINGS AND FIELD VERIFIED BY ENGINEER EXACT GONDIT10NS SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY CONFLICTS WHICH AFFECT THE SCOPE OF THE PROJECT SHALL BE REPORTED TO ENGINEER Projection D23� Q 2-1,24 3113 DLB 35,31 DLB DLB 10 12 DLB DLB 6 8 DLB DLB DOLBY EELA33 WASHER PLAN REMOVED Auditorium #q 34,41 DLB 43,45,41 5ER PROJ. #I CONTRACTORS SHALL EXAMINE THE DRAWINGS OF ALL TRADES AND BE FAMILIAR WITH THE OVERALL SCOPE OF DEMOLITION WORK THE EXACT EXTENT OF DEMOLITION SHALL BE AS REQUIRED BY THE NEW WORK. ALL ELECTRICAL ITEMS TO BE REMOVED SHALL BE REMOVED COMPLETE WITH ALL RELATED ITEMS INCLUDING HANGERS, CONDUIT, WIRE, ETG. UNLESS NOTED OTHERWISE ON PLANS. REMOVE BRANCH GIRGUITS AND FEEDERS BACK TO THEIR ASSOGIAIEU CIRCUIT BREAKER UNLESS NOTED OTHERWISE. TURN OFF AND LABEL UNUSED GIRGUIT BREAKERS AS SPARE. EXTEND CONDUIT AND WIRE AS REQUIRED IN AREAS THAT ELECTRICAL DEMOLITION AFFECTS ELECTRICAL G RVIGE TO DEVICES DOWNSTREAM THAT ARE TO REMAIN. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL EXTENT OF THE WORK. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PULL BOXES, JUNCTION BOXES AND INGIDENTAL MAit'IALS AND LABOR FOR A COMPLETE AND FULLY FUNGTIONAL SYSTEM. ELECTRICAL CONTRACTOR SHALL DERATE CONDUCTORS AS REQUIRED BY THE FI FGTRIGAL CODE WHEN GROUPED IN COMMON RAGE/JAYS. VERIFY REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH CONTRACTOR -PROVIDED SUBMITTALS. NOTIFY ENGINED OF ANY CONFLICTS BETWEEN THE SUBMITTALS AND ELECTRICAL DRAWINGS. GONTRAGTOR SHALL OFFSET OUTLET BOXES ON OPPOSITE SIDES OF A COMMON WALL TO PREVENT SOUND TRANSMISSION BETNEEN ADJOINING ROOMS. BOXES SHALL BE A MINIMUM OF 12' APART, AND MUST BE INSTALLED IN CiiPARATE STUD CAVITIES. ALL LOW VOLTAGE WIRES NOT ROUTED IN CONDUIT SHALL BE PROVIDED A5 PLENUM RATED GABLES. PROVIDE JUNCTION BOXES AND 3/4" CONDUIT WITH PULL -STRINGS UP TO ACCESSIBLE LOCATION IN PLENUM AT ALL VOIGE AND DATA OUTLET LOCATIONS. WHERE BOXES ARE INSTALLED 114 CONCRETE BLOCK NALLS, TME BOX MOUNTING HEIGHT SHALL BE AT THE BLOCK JOINT AND THE DEVICES SHALL BE PROVIDED WITH A JUMBO GOVERPLATE. ALL WIRES RUN BELOW GRADE, IN CONCRETE THAT 15114 DIRECT CONTACT WITH THE EARTH, OR MASONRY THAT 15 IN DIRECT CONTACT WITH THE EARTH SHALL BE WET LOGATION LISTED. FURNITURE LAYOUTS ARE FOR REFERENGE ONLY. COORDINATE THE FINAL LOCATION OF ELECTRICAL DEVIGES AND OUTLETS WITH ARCHITECT, OWNER AND FINAL FURNITURE PLANS PRIOR TO INSTALLATION. PROVIDE LOCKING CLIPS ON ALL CIRCUIT BREAKERS SERVING TELECOMMUNICATION EQUIPMENT AND FIRE ALARM CONTROL PANELS. FIRE ALARM SYSTEM SHALL BE MODIFIED A5 SHOWN AND NOTED. RELOCATE ANY FIRE ALARM DEVICES, WIRING, CONDUIT, AS REQUIRED FOR A COMPLETE AND CODE COMPLIANT FIRE ALARM SYSTEM. UPDATE PANEL CARDS WITH NEW LOAD DESCRIPTIONS. ODEMO PLAN NOTES. I. PROJECTOR - REMOVE PROJECTOR AND TURN OVER TO OWNER. DISCONNECT POWER FEEDER SERVING PROJECTOR. REMOVE REGEPTAGLE, JUNGTION BOXES AND FEEDER. 2. AUDIO RACK - REMOVE AUDIO RACK AND TURN OVER TO OWNER ELEGTRIGAL GONTRAGTOR SHALL REMOVE FEEDERS AND ASSOCIATED ELECTRICAL ITEMS. FF4E CONTRACTOR SHALL REMOVE LOW VOLTAGE ITEMS AND WIRING. 3. ELEGTRIGAL PANEL - EXISTING TO REMAIN. 4. PORT WINDOW AND VIEWING PORT (IF APPLIGABLE) - ELEGTRIGAL CONTRACTOR SHALL RELOCATE FEEDERS AND OTHER ELECTRICAL DEVICES AND FF4E CONTRACTOR SHALL RELOCATE LOW VOLTAGE DEVICES AND WIRING A5 REQUIRED FOR NEW PORT WINDOW AND VIEWING PORT (IF APPLICABLE). REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF NEW PORT WINDOW AND VIEWING PORT. FIELD VERIFY ITEMS AT THE START OF CONSTRUCTION THAT CONFLICT WITH NEW PORT WINDOW. EXTEND FEEDERS A5 REQUIRED BY NEN PORT WINDOW. 5. AISLE LIGHTING - REMOVE TRANSFORMER SERVING AISLE LIGHTING. RETAIN CIRCUIT FOR NEN WORK. 6. REMOVE DTDS. 1. BTG CABINET - EXISTING TO REMAIN. S. REMOVE SPEAKER TERMINAL BOX q. AUDITORIUM DIMMER - DIMMER SYSTEM SERVING AUDITORIUM TO REMAIN. RELOCATE IF REQUIRED BY NEN BOOTH WINDOW. 10. RELOCATE SCONCE - REMOVE AND RETAIN SGONGE. RETAIN FEEDER. f:LTER TO NEN WORK FOR NEW SCONCE LOCATION. I. PROJECTOR RECEPTACLE (2oSV/IPH) - PROVIDE NEMA L6-30 RECEPTACLE FOR PROJECTOR. VERIFY PROJECTOR PLUG TYPE PRIOR TO ORDERING REGEPTAGLE. PROVIDE (20I0 4 *10 G. IN I/2"G. 2. LASER RACK POWER - PROVIDE POWER TO LA'.ER RACK. ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOXES AS SHOWN ON LASER RACK POWER DETAIL. PROVIDE TYPED ADHESIVE LABEL WITH Y2" LETTERS DENOTING PANEL AND CIRCUIT NUMBERS ASSOCIATED WITH JUNCTION BOX. REFERENCE LASER RACK DETAIL ON SHEET DGE'1 FOR MORE INFORMATION. LASER RACK RECEPTACLE - PROVIDE LASER RACK RECEPTACLE. PROVIDE 20A/IP CIRCUIT BREAKER IN PANEI..BOARD AS SGHEDULED. 4. AUDIO RACK - PROVIDE PONER TO AUDIO RACKS A5 5HO141 ON PLANS. ROUTE ALL CIRCUITS LABELED AS RACK #I, *2 4 *3 FROM PANELBOARD "DLB" TO JUNCTION BOX 014 RACK VIA JUNCTION BOX ON WALL. PROVIDE ENOUGH SLACK 114 CONDUCTORS TO REAGH RECEPTACLES LOCATED IN RACK TERMINATE CONDUCTORS AT RECEPTACLES. EACH CIRCUIT REQUIRES DEDICATED NEUTRAL AND GROUND GONDUGTORS. INSTALL A MAXIMUM OF FOUR CIRCUITS Nt=K GONDUIT. 5. BACKUP EXHAUST DAMPERS - PROVIDE 120V PONER TO MOTORILE)) DAMPERS PROVIDED BY MECHANICAL CONTRACTOR DAMPERS SHALL CHANGE POSITION WHEN FAN 15 ENER6I7F7. REFERENCE HVAC SCHEMATIC, ON SHEET MI FOR MORE INFO. 6. DUCT DETECTOR - PROVIDE DUCT SMOKE DETECTOR 114 RTU SUPPLY AND RETURN DUCTS AND EXHAUST FAN DUCTS, AND CONNECT TO FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SHALL SEND SIGNAL TO RTU FOR SHUTDOWN UPON THE DETECTION OF SMOKE IN THE DUCTWORK. 1. jZTU POWER - PROVIDE POWER TO ROOFTOP UNIT WITH (3)#8 4 *10 GROUND WIRE IN A 3/4" CONDUIT. DISCONNECT FURNISHED WITH RTU. '. STARTER - PROVIDE MOTOR STARTER FOR BAGKUP EXHAUST FAN. IN THE EVENT THE RTU 15 NOT OPERATIONAL, THE BACKUP EXHAUST FAN SHALL BE ENERGIZED MANUALLY TO COOL THE LASER RACKS. PROVIDE STARTER AS SCHEDULED. FIRE ALARM PROJECTOR SHUTDOWN PROVIDE FIRE ALARM CONTROL CONDUCTORS FROM EXISTING BOOTH TERMINATION GABINET TO DOLBY PROJECTORS. FIELD VERIFY LOCATION OF BTG CABINET AND LOCATE FIRE ALARM PROJECTOR SHUTDOWN NEXT TO IT. 10. L.IGHTIN6 - RELOCATE LIGHT FIXTURE IF/AS NEEDED OR DIRECTED BY THE DLB 1,3 DLB 5,7 DLB 4,11 DLB 13,15 Electrical MEP OWNER. 11. PROJECTOR RECEPTACLE (120V) - PROVIDE DEDICATED REGEPTAGLE FOR LASER PROJECTOR 12. GAT5e/6 SUPPORT - PROVIDE J -HOOKS FROM THE SCREEN SHAKER DRIVER BEHIND THE SCREEN TO THE BOOTH WALL. PROVIDE 2" FLEXIBLE CONDUIT FROM THE BOOTH WALL TO BOOTH AUDIO RACK #I. INSTALL GAT5e GABLES FROM THE SCREEN SHAKER DRIVER TO BOOTH AUDIO RACK #i. FF4E CONTRACTOR TO FURNISH TWO (2) PLENUM RATED GAT5e GABLES. REFER TO SHEET E2 FOR MORE INFORMATION. 13. PORT WINDOW AND VIEWING PORT (IF APPLIGBLE) - ELECTRICAL CONTRACTOR SHALL INSTALL FEEDERS AND OTHER ELECTRICAL DEVICES AND FF4E CONTRACTOR SHALL INSTALL LOW VOLTAGE DEVICES AND WIRING A5 REQUIRED FOR NEW WORK. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF NEW PORT WINDOW AND VIEWING PORT AND COORDINATE WITH PORT WINDOW INSTALLER 14. FIBER GABLE TRAY - PROVIDE GABLE TRAY BETWEEN LASER RACK AND PROJECTOR FOR FIBER OPTIC GABLE BY OWNER. GABLE TRAY SHALL BE BY PANDUIT, MODEL #WGBBL. LENGTH SHALL BE A5 REQUIRED TO FULLY SUPPORT FIBER OPTIC GABLE. COORDINATE EXACT REQUIREMENTS WITH FIBER OPTIC INSTALLER PRIOR TO INSTALLATION. IS. AUTOMATIC TIME SWITCH - PROVIDE AUTOMATIG TIME SWITCH LOCATED NEXT TO PROJEGTOR PORT WINDOW 50 AISLE LIGHTING CAN BE SEEN WHILE USING TIME SNITCH. REFER TO LIGHTING CONTROLLER SCHEMATIC ON SHEET E6 FOR ADDITIONAL INFORMATION. Ib. PANEL. - PROVIDE PANEL A5 SCHEDULED. 17. TRANSFORMER- PROVIDE TRANSFORMER AS SHOWN ON FL FGTRIGAL RLCR DIAGRAM ON SHEET El. I8. SPEAKER LED CABINET - PROVIDE QUAD RECEPTACLE FOR SPEAKER LED LIGHTING POWER SUPPLY. VERIFY LOCATION WITH OWNER. BOTTOM OF CABINET SHALL BE 140 LOWER THAN 6-6" ABOVE FINISH FLOOR. I. AISLE LIGHTING POWER - PROVIDE POWER TO AISLE LIGHTING TRANSFORMER PROVIDED BY FF4E CONTRACTOR UTILIZE GIRGUIT RETAINED FROM DEMOLITION. PROVIDE ADDITIONAL 120V/20A/IP CIRCUIT A5 REQUIRED 13Y AISLE LIGHTING VENDOR LAYOUT. REFER TO LIGHTING GONTROLLER SCHEMATIC ON E6 FOR ADDITIONAL INFORMATION. 20. FRONT SPEAKER SIGNAL GABLE - INSTALL TEN (10) GAT6 GABLES FROM SOUND RACK IN 1300TH TO SOUND RACK BEHIND SCREEN. WITHIN BOOTH, PROVIDE 2" FLEXIBLE GONDUIT. ABOVE AUDITORIUM, UTILIZE J -HOOKS PROVIDED FOR SCREEN SHAKER GABLES. FF4E CONTRACTOR TO FURNISH PLENUM RATED CATS GABLES. REFER TO .I ICET E2 FOR MORE INFORMATION. 21. AUDITORIUM CEILING LIGHT DIMMING SWITCH - PROVIDE DIMMING SWITCH. REFER TO SHEET E5 FOR LIGHTING CONTROLLED BY DIMMERS. REFER TO LIGHTING CONTROLLER SCHEMATIC 014 SHEET E6 FOR ADDITIONAL INFORMATION. 22. SEAT TRANSDUCER TERMINATION BOX - REFER TO SHEET ME2 FOR ADDITIONAL INFORMATION. 23. RELOCATE SCONCE - INSTALL SCONCE RETAINED DURING DEMOLITION ABOVE RAISED PORT WINDOW. EXTEND FEEDER A5 REQUIRED. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PORT WINDOW LOCATION. 24. BACKUP EXHAUST FAN - PROVIDE POWER TO NEW BACKUP EXHAUST FAN WITH (4)#10 4 4110 GROUND WIRE IN A 1/2" CONDUIT. (25. NOTE REMOVED 26. NOTE REMOVED 21. NOTE REMOVED 26. DATA JUNCTION BOX - PROVIDE SINGLE -GANG JJNR'e if CONDUIT AND PULL STRING UP TO AGCE55113L j.• i�� GABLE PROVIDED BY OWNER. COORDINATE EXAMIA OWNER DURING CONSTRUCTION. HOSS & BROWNE 11205 West 79th Street Lenexa, Kansas 66214 (913) 36Z-9090 phone mail@h-be.com H&B Project Number: 1620647 Copyright 2017 Structural PM A 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 1': (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com E N ca at ca � Y m O c L am 463 00 0,1 V cq - cd coo cnTo N cn Off, 8U C cn o t as L Q Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ISSUED FOR: 13 January 2017 MAY 18 2017 PERMIT CENTER 2 3 14 5 6 7 8 I9 110 112 113 114 115 116 117 118 119 1 20 Drawn By Checked By BOOTH ELECTRICAL PLANS El CDW MST Project Number: DCAP.2016.486 © Copyright 2017 10 GIRGUITS TO PANEL SPLICE 2 OF THE 30A CIRCUITS AND THE 20A CIRCUIT TO THE MG GABLES IN THI5 BOX 120V, I2-2 MG 208V, 30A, 211+6. (2)#8 4 4t106. 208V, 30A, 211+6. (2)#8 4 #106. 2O8V, 30A, 211+6. (2)#8 4 #IOC. 208V, 30A, 211+G. (2)#8 4 #106. 120V, 20A, 21+6. (2)#10 4 #106. I-1/4" FLEXIBLE CONDUIT CHASE NIPPLE X 4 i q0° MG CONNECTOR I-1/4" EMT I-1/4" FLEXIBLE CONDUIT (MUST ALLOW RACK TO MOVE I8" IN ANY DIRECTION) PROJECTOR DISCHARGE AIR COLLAR REFER TO ENLARGED DETAIL AT LEFT FOR JUNCTION BOX DETAILS JUNCTION BOX TO MALL SERVICE MOUNT JUNCTION BOX TO COVERPLATE FOR OPTIONAL SIDE EXHAUST JUNCTION BOX, 2.125" DEEP 411 BOX \-JJNCTION BOX, 1 2.125" DEH' 411 BOX SPLIGE 2 OF THE 30A CIRCUITS TO THE MG GABLES INTHI5BOX BOXES ARE CONNECTED FRONT -TO -BACK. SHOWN SEPARATED FOR CLARITY QUAD RECEPTACLE INSIDE RACK 0® ENCLOSURE 0 DOUBLE BARREL MG CONNECTOR -MG GABLE (2) #I0 4 #10 61,40. 10-2 MG PROVIDE POWER CONNECTION TO RACK NOTE= DETAIL 15 TYPIGAL FOR LASER RACK #I 4 #2. Laser Rack Power Detail Lo Scale: NotToScale MG GABLE 10-2 ` 1 MG GABLE 10-2 112 113 114 115 116 117 118 119 120 121 122 123 MAIN DIS I RIBUTION PANEL "MDP" (ETR) 2500A, 2-1-1/480V, 3PH, 411 ) 2500A 3P I 1200A 3P 1200A 3P J TO HDP1 1- w LJ DISTRIBUTION BOARD "1-1DP2" (ETR 1200A, 277/480V, 3PH, 411 sooA ')115A 3P 3P PNL HPB TX-DLB J1125 kVA PNL DLB 400A MGB 208/120V 3PH/4W 84 POLE BOOTH —( 063 )— PNL DLB-2 6OA MLO 208/120V IPH/311 BEHIND SCREEN -PANEL FURNISHED WITH AUDIO RACK BEHIND SCREEN Electrical Riser Diagram Scale: Not To Scale REMOTE MOTOR STARTER SCHEDULE 208 VOLT / 3 PHASE VOLTAGES 277/480V, SPH, 4 WIRE TOTAL CONNECTED LOAD, 39SkW. 472A DEMANDED LOAD CON UOUS, ssakw■ 472A RMS TAO DESCRIPTION HP LOAD (W) POLES STARTER SIZE CONTROL COMBO STARTER CONDUCTORS NOTES P.B. HOA "'LOT RMS-EF-DLB EXHAUST FAN - 1,662 3 00 X - X X (3)412 4 *12 G. IN I/2" G. 412A 3000 4 5 7333 4 G 554 3000 6 1 1636 FPB -113 GENERAL NOTES A. 13. (APPLIES TO ALL ABOVE). PROVIDE REMOTE MOTOR STARTERS AS SGHEDUI Fr). ENCLOSURE. 30 3 A NEMA -I REMOTE SOFT START MOTOR STAR 1 tK SHALL 13E IN PANEL 3CHEULE REMOVED PANEL HPB (EXISTING) DESCRIPTION, 600A 100% Neutral Bus n LO w/ Double Lugs 35 kAIC RATING VOLTAGES 277/480V, SPH, 4 WIRE TOTAL CONNECTED LOAD, 39SkW. 472A DEMANDED LOAD CON UOUS, ssakw■ 472A NO LOAD (W) LOAD DESCRIPTION P AMP SIZEPHSIZE MDP AMP P LOAD DESCRIPTION LOAD (W) NO 1 8303 FPB -1A 3 40 A B 20 3 FP13-25 3110 2 3 1333 412A 3000 4 5 7333 4 G 554 3000 6 1 1636 FPB -113 3 40 A B G 30 3 VAV-2 6000 8 1 6666 II r_v1,r1w r.r.. 6000 10 I I 6666 6000 12 13 6110 FPB -LOA 3 35 A B 30 3 VAV-II 6000 14 15 6000 6000 16 17 6000 G 6000 18 11 6170 FPB -108 3 35 A 20 3 VAV-13 4333 20 21 6000 B 4333 22 23 6000 G 4333 24 25 6170 FPB -II 3 35 A 15 3 VAV-18 2333 26 27 6000 B G 2333 28 21 6000 2333 30 31 7636 FF13-12 3 35 A B G 15 3 VAV-11 2500 32 33 6666 2500 34 35 6666 2500 36 37 1470 FPB -13 3 45 A B 35 3 VAV-24 7333 38 31 8000 7333 40 41 8000 6 7333 42 43 1311 RTU-DLB 3 45 A 5 G 40 3 FPB -14 7886 44 45 1311 6666 46 41 1311 6666 48 41 150 SPACE 31 1115 A 35 3 FPB -15 6170 50 51 150 SPACE 33 1115 B 6000 52 53 20 SPACE SOUND RACK 2-11 150 G 6000 54 55 2 SPACE G 20 A 40 3 FPB -16A 7886 56 57 - SPACE A 20 B 6666 58 51 31 SPACE LASER PROJECTOR #2 2 G 6666 60 61 SOUND RACK 3-2 SPACE 40 41 A 40 3 FPB -168 8553 62 63 SOUND RACK 3-3 SPACE 42 43 B 7333 64 65 A SPACE I SOUND RACK 3-4 G 7333 66 67 LASER RACK RGPT SPACE 20 5 A 25 3 FPB -20 4886 68 61 RCPT -SPEAKER LED'S SPACE 20 G B 3666 70 71 48 SPACE 1344 SEATS ROW A G 3666 72 73 2000 VAV-12 1 15 A 25 3 FP13-21 4886 74 75 1000 VAV-14 1 15 8 3666 76 77 3000 VAV-15 1 15 G 3666 78 71 3500 VAV-16 1 20 A 15 3 FP8-22 2666 80 81 1500 VAV-17 1 15 B 2166 82 83 1000 VAV-20 1 15 G 2166 84 * PROVIDE NEW BREAKER A5 INDICATED. 24 O RISER INIOTESR I. BREAKER - PROVIDE 175A BREAKER IN DISTRIBUTION BOARD "HDP2" TO SERVE NEW TRANSFORMER TX-DLB. A2. )=XISTING PANEL 'HPB' - REMOVE LOADS A5 REQUIRED BY DEMOLITION. PROVIDE BREAKERS A5 SCHEDULED. UPDATE PANEL GARD. 3. NOTE REMOVED FEEDER SCHEDULER ( 063 ) ( 113 ) (404) 60A, (3) *4, #10 e IN 1' G. I15A, (3) #2/0, #6 6 IN I-1/2" G. 400A, 2 5E75 OF (4) #3/0, #3 6 IN 2" G. ( 500) #1/0 COPPER 6 IN I" C. LETR ) EXISTING TO REMAIN r LOAD SCHEDULE Panel Tag OCPD Amps V/PH Existing Demand Added Demand Calculated Demand Overloaded (Y/N) MDP 2500A 480/3 1163A 133A 2016A N HDP2 1200A 480/3 q&IA I33A 1114A N HPB 6OOA 480/3 446A 26A 412A N 1 RECEPTACLES 120 4 5 554 G DLB 400A 208/3 - 245A 245A N PB1 I25A 208/3 54A -32A 22A N II r_v1,r1w r.r.. . t1.-. ...... .....-_ __ -- - - _-.__-__ 1600 SCREEN SHAKER 1 20 DATED 01/15/2007. PANEL PBI (EXISTING) DESCRIPTION, 125A 100% Neutral Bus MLO w/ Double Lugs 22 kAIC RATING VOLTAGE 120/208V, SPH, 4 WIRE TOTAL CONNECTED LOAD. mw. 20A DEMANDED LOAD CONTINUOUS skW. 21A NO LOAD (W) LOAD DESCRIPTION P AMP SIZEPI AMP SIZE P LOAD DESCRIPTION LOAD (W) NO 1 554 EF-DLB (PREV. PROJ. CONSOLE) 3 20 A 20 I SPARE 0 2 3 554 B 20 1 RECEPTACLES 120 4 5 554 G 20 1 PROJECTOR WORKLI&HT 60 6 1 0 SPARE (PREV. AUTOWIND) 1 20 A 20 1 AUDITORIUM RECEPTACLES 1080 8 1 1600 SCREEN SHAKER 1 20 8 20 1 LIGHTING CONTROLLER #I AUD. 1120 10 11 0 SPARE (PREY. OTOS KEYPAD) 1 20 G 60 1 SPARE (PREV. SOUND RACK) 0 12 13 0 SPARE 1 20 A 20 1 SPARE 0 14 15 0 SPARE 1 20 B 20 1 SPARE 0 16 11 0 SPARE 1 20 G 20 1 SPARE 0 18 11 0 SPARE 1 20 A 20 1 SPARE 0 20 21 0 SPARE 1 20 B 20 1 SPARE 0 22 23 0 SPARE 1 20 G 20 1 SPARE 0 24 25 20 SPACE SOUND RACK 2-6 150 A 25 1115 SPACE - 26 27 20 SPACE SOUND RACK 2-1 150 B 21 1115 SPACE 2 28 21 20 SPACE SOUND RACK 2-8 150 G 2q 1115 SPACE - 30 DE NEW BREAKER A5 INDICA PANEL DLB DESCRIPTION' 400A 100% Neutral Bus MCB 22 kAIC RATING VOLTAGE 120/208V, 3PH, 4 WIRE TOTAL CONNECTED LOAD, 83kW■ 230A DEMANDED LOAD CONTINUOUS' 88kW■ 245A NO LOAD (W) LOAD DESCRIPTION P AMP SIZEPHSIZE AMP P LOAD DESCRIPTION LOAD (W) NO 1 1115 LASER RACK I-1 2 30 A 20 1 SOUND RACK 1-1 150 2 3 1115 - - - 13 20 1 SOUND RAGK 1-2 150 4 5 1115 LASER RACK 1-2 2 30 G 20 1 SOUND RACK 1-3 150 6 1 1115 - - - A 20 I SOUND RACK 1-4 150 8 q 1115 LASER RACK 1-3 2 30 B 20 I SOUND RACK 1-5 150 10 11 1115 - - - G 20 1 SOUND RACK 1-6 150 12 13 1115 LASER RACK 1-4 2 30 A 20 1 SOUND RACK 2-1 150 14 15 1115 - - - 13 20 I SOUND RACK 2-2 150 16 11 550 LASER PROJECTOR #1 2 30 G 20 1 SOUND RACK 2-3 150 18 11 550 - - - A 20 1 SOUND RACK 2-4 150 20 21 360 PROJECTOR RGPT 1 1 20 13 20 I SOUND RACK 2-5 150 22 23 1115 LASER RACK 2-1 2 30 G 20 1 SOUND RACK 2-6 150 24 25 1115 - - - A 20 1 SOUND RACK 2-1 150 26 21 1115 LASER RACK 2-2 2 30 B 20 1 SOUND RACK 2-8 150 28 2q 1115 - - - G 20 1 SOUND RACK 2-q 150 30 31 1115 LASER RACK 2-3 2 30 A 20 1 SOUND RACK 2-10 150 32 33 1115 - - - B 20 1 SOUND RACK 2-11 150 34 35 1115 LASER RAGK 2-4 2 30 G 20 1 SOUND RACK 2-12 150 36 31 1115 - - - A 20 1 SOUND RACK 3-1 150 38 31 550 LASER PROJECTOR #2 2 30 B 20 1 SOUND RACK 3-2 150 40 41 550 - - - G 20 1 SOUND RACK 3-3 150 42 43 360 PROJECTOR RGPT 2 1 20 A 20 I SOUND RACK 3-4 150 44 45 120 LASER RACK RGPT 1 20 5 20 1 SOUND RACK 3-5 150 46 41 500 RCPT -SPEAKER LED'S 1 20 G 20 1 SOUND RACK 3-6 150 48 41 1344 SEATS ROW A 1 20 A 20 I SOUND RACK 3-1 150 50 51 1120 SEATS ROW 1 1 20 13 20 1 SOUND RACK 3-8 150 52 53 1120 SEATS ROW G 1 20 G 20 1 SOUND RACK 3-q 150 54 55 168 SEATS ROW D 1 20 A 20 1 SOUND RACK 3-10 150 56 57 1128 SEATS ROW E 1 20 B 20 1 SOUND RACK 3-11 150 58 51 Ig20 SEATS ROW F 1 20 G 20 1 SOUND RACK 3-12 150 RECE 61 1120 SEATS ROW G I 20 A 20 1 LT6 CONTROLLER #2 -ENTRY I12CIT Y OF 1 63 1120 SEATS ROW H I 20 13 20 1 SPARE 0 64 65 1536 SEATS ROW J I 20 G 20 1 SPARE 0 I 61 0 SPARE I 20 A 20 1 SPARE 0 68 61 0 SPARE I 20 13 20 I SPARE OPE - 11 0 SPARE 1 20 G 20 I SPARE �� 0 riciff 12 13 0 SPARE I 20 A 20 I � SPARE RATE 0 14 15 0 SPARE I 20 13 20 1 SPARE r CRIWITAIVb • 16 11 0 SPARE I 20 G 20 1 SPARE IPPROVAI _ 11 0 SPARE I 20 A 20 1 SPARE REQUIR - { 80 81 0 SPARE I 20 B 60 2 PNL DLB-2 � 431 ' 82 83 0 SPARE I 20 G - - - 4310 84 IVED UKW 8 2011 :ENTE C7 E. c i O) c 2 a) 0 c U � 2 c) rd c 0 0 0N4 N co u7 U r cco 0)_ a1i O Z' N U c � c o E 2 Q Po - MEP z U z HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail@h-be.com H&B Project Number: 1620647 Copyright 2017 Structural PMA 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaenglneering.com Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. ISSUED FOR: 13 January 2017 ILA R Drawn By Checked By CDW MST ELECTRICAL DETAILS, SCHEDULES & RISER DIAGRAM E7 Project Number: DCAP.2016.486 Q Copyright 2017 R Q N M L K J H G F E D C B 1 2 3 4 5 6 7 8 9 10 12 113 114 115 116 117 118 119 20 21 22 23 24 GENERAL NOTES. A. REFER TO SHEET El FOR GENERAL NOTES. 1.8 2.8 3.9 5.0 6.1 6.8 7.1 7.6 8.1 8.5 9.0 9.8 10.7 10.4 9.2 8.3 8.8 9.7 9. + 9.5 1.3 2.1 3.5 5.9 8.7 12.6 13.5 12.9 13.3 let 15.2 13.7 13 5 14.6 13.5 11.5 10.8 11.1 13.2 12.3 9.8. 0 + + + + + + + + + + + + + + + +\ + 9.8 10.2 10.7 11.6 11.8 12.0 12.4 164 13.6 11.2 10.5 10.8 100 12.4 1.0 10.5 6.F 1.6 1.8 2.3 + + + 4.3 4.5 5.4 + + + + 6.2 5.4 4.5 3.9 3.5 3.7 +++ 1.6 2.0 2.8 ++ 11.3 10.8 +11.7 + 8.2 ® 5.8 ' 4.6 4.1 +4.0 +4.4 7 4 0 4.2 4.2 4.1 4.3 4.4 4.2 3.8 + + + + *OS + 6.4 6.4 :�4 5.0 4.6 6.3 �. +5.5 +5.2 16.1 6 +5.5 1111 11 8.0 ° 7.8 7.0 1111111 1.3 1.4 1.5 +1.7 +2.2 +3.2 +5.6 +12.0 :1.6 +20.4 1.3 1.4 1.5 1.7 2.2 3.3 5.7 12.1 21.' +2 + + + + + + + + + 1.3 1.5 1.6 1.8 2.2 3.1 4.7 7.9 11.6 + + + + + + + 1.3 1." 1.6 1.8 2.1 2.7 3.7 +++ 11.6 6.9 5.2 +++ 11.8 7.1 5.5 +++ 5.3 6.8 9.9 1.3 1. 1.6 1.8 2.0 2.4 3.1 3.8 + + + + + + 1.2 4 1.6 1.8 2.0 2.4 2.8 3.3 +1.5 +1.8 +2.0 +2.4 ++ 2.7 3.1 2.4 +15.8 +1 + + + + + + + 1.5 1.7 2.0 2.4 2.7 3.1 3.5 +?5.8 +23.8 + + + + + + + 1.4 1.6 2.0 2.4 2.8 3.1 3.5 + + 24.8 22.6 + + 14.3 13.4 .1 1.3 +1.5 +++ 2.7 3.0 3.4 + + + + + + + 1.3 1.5 1.8 2.2 2.7 3.0 3.4 + + 4- + + + + + 1.0 1.1 1.3 1.6 1.9 2.3 2.7 3.1 3.5 + + + + + + 1.4 1.6 2.0 2.4 2.8 3.1 3.5 + + + + + + + 1.1 i.2 1.5 1.7 2.0 2.4 2.7 3.1 +1.5 +1.8 +2.0 +2.4 ++ 2.7 3.1 + + 10.0 9.7 +15.3 +13.9 " AO% 1101 14+21. g12.: gilt .5 o1: etir, 0 0 0 • : + 24.%t .' + �" i11:4111111111111, +8.4 +8.4 +8.1 +7.3 �+IK!• e. `.118.0 7.9 7.5 6.8 timm4 god lN + 15.80 13.0 �7.8 O 7.2 6.5 11)] 51 1113.5�1*1111 MEP 7.8 7.7 7.2 6.4 +8.0 +7.9 +7.5 +6.8 8.4 +8.4 +8.1 +7.3 7.7 7.2 6.4 + + + 4- + + + + 1.2 1 1.6 1.8 2.0 2.4 2.8 3.3 8.3 8.7 + + + + + + + 1.2 1. 1.6 1.8 2.0 2.4 3.1 +++ 6.7 6.6 6.4 + + + + + + + + 1.3 1.5 1.6 1.8 2.1 2.7 3.7 5.1 + o+ + + + 6.3 5.8 5.6 5.6 6. + + + + + + + + + 1.3 1.4 1.5 1.7 2.2 3.3 5.7 12.1 + + 9.1 6.7 5. 12.1 +7.2 + + + 5.2 5.3 6.1 ®+ + 4.9 5.0 5.9 + + + + + + + + 1.3 1.4 1.5 1.7 2.1 3.2 5.5 11. 21.3 20.3 4.6 F4.6 +5.2 +6.7 +1.6 +2.0 +2.8 +1.2 +1.4 +1.4 +1.5 ++ 1.8 2.3 +++ 7.3 10.9 10.5 X5.7 +6.1 +8.5 11.5 8.1 5.8 4.6 _I 4.1 4.0 4.4 Oen IRO Sae W z 0 w HOSS & BROWN 11205 West 79th Street Lenexa, Kansas 66214 (913) 362-9090 phone mail.@h-be.com H&B Project Number: 1620647 Copyright 2017 Structural PM A 1 Engineering 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 1': (913) 831-1262, F: (913) 831-0148 www.pmaenglneertng.com L O a) 703 C Y 2 c r) o 2 cmo c O U 00 N ca T U ro - DE a) ctl Q L 0 c 0) a) 0 L 0 Q) c Southcenter 16 Auditorium #9 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright © 2017 American Multi -Cinema Inc. Permit ISSUED FOR: 13 January 2017 5.3 5.2 5.0 4.6 +++ 4.4 5.4 5.4 ++ 4.3 4.4 5.3 ++++ 6.1 5.4 4.5 3.9 +++ 3.6 3.5 3.6 ++ 3.9 4.1 4.3 +4.3 ++ 4.2 3.7 1.6 +2.0 RECEIVED CITY OF TUKWILA MAY 182017 PERMIT CENTER +13.6 + ++ 7.6 17.4 17.7 + + + + + + + + + + + + + + + �• la 19.6 18.2 18.80 20.1 18.2 18.1 0.9 18.7 17.3 17.0 16.0 10.7 7.1 4.1 2.3 Auditorium Lighting Calculations Plan Scale: 1/4" =1'-0" ENTIRE SHEET ADDE Drawn By CDW Checked By MST AUDITORIUM LIGHTING CALCULATIONS PLAN 10 11 12 13 14 15 16 17 18 19 20 E8 Project Number DCAP.2016.486 © Copyright 2017