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Permit D19-0349 - IMAX AT AMC SOUTHCENTER - INTERIOR RENOVATION IN AUDITORIUM 1
IMAX AT AMC SOUTHCENTER 3600 SOUTHCENTER MALL D19-0349 Parcel No: Project Name: �~^�«x "~� Tukwila ^U °���� ��o vK�m^��Uxa Department ofCommunity Development 630OSouthcenterBoulevard, Suite#1O0 Tukwila, Washington 981DQ Phone: 206'431'3670 Inspection Request Line: 206-438'9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 9202470010 Permit Number: D19-0349 I MAX AT AMC SOUTHCENTER Issue Date: 1/7/I020 Permit Expires On: 7/5/2020 Owner: WESTFIELD PROPERTY TAX DEPT Contact Person: Name: PAMKEARNEY, SCOUT SERVICES Phone: (302)318-1230 AGENT Address: 490QUAIL RIDGE DRIVE, VVESTMQNT. |L60B9 Contractor: Name: TK8S[OMSTRU[OON INC Phone: (719)532-9988 Address: POBOX 76l97,COLURADOSPRINGS, [O,8V97O License No: TK85[OO822KC Expiration Date: 1/1/2021 Lender: Address: ''' DESCRIPTION OF WORK: IMAX INTERIOR RENOVATION IN AUDITORIUM #1 : PROVIDE NEW MECHANICAL AND ELECTRICAL FOR NEW PROJECTION SYSTEM IN BOOTH &SPEAKERS IN AUDITORIUM. NEW PROJECTOR WINDOWS. NEW ROW SEATING RISERS, STAIRS AND KNEE WALLS FOR NEW ROCKER SEATING. NEW FINISHES. NEW INTERIOR AUDITORIUM ENTRY AND 3|5NAGE. Project Valuation: $40I000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: UB Electrical Service Provided by: TUKWILA Fees Collected: $7,067.81 Occupancy per IBC: A,1 \wate, District: TUKVV|LA Sewer District: TUKVV|L4 Current Codes adopted bythe City ofTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: VVACities Electrical Code: YVACZ96~4§6: VVAState Energy Code: 2017 2017 Public Works Activities: [u/b[ut/4ccess/Side*a|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLoad: Land Altering: Volumes: Cut: O Fill: O Landscape Irrigation: Sanitary Side Sewer: Number: O Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature"V A Date: I } headbycertify that | have read and examined this permit and knovf the same to be true and correct. All provisions cflaw and ordinances governing this work will becomplied with, whether specified herein o,not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state urlocal laws regulating construction orthe performance ofwork. |amauthorized tnsign and obtain this development permit and agree tothe conditions attached tnthis permit. ` Signature: Print Name: le f— 'S' Date: 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 orabandoned for aperiod ofI8Udays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT [OND[OON5*** Z: Work shall beinstalled |naccordance with the approved construction documents,andanychangusmade 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 inspections for steel elements of buildings and structures shall be required. All welding shall be done byaWashington Association o{Bui|dinXOMicia|CertiOedwe|der, 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: 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 atimely manner. J: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted to the Building Official. The final inspection report shall heprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the 9: Fire retardant treated wood shall have aflame spread o{not greater than ZS. All materials shall bear identification showing the fire performance rating thereof. Such identification shall beissued byan approved agency having aservice for inspection atthe factory. 10: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. Il: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. lZ: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill orotherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ufTukwila Building Department (ZO6'43l'367O). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: VALIDITY OFPERMIT: The issuance nrgranting ofapermit shall not beconstrued tobeapermit for, o/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 ofthe City ofTukwila shall not bevalid. The issuance mfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/43l,367U). 20: 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 oradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[9D1.4) 18: Sprinklers shall beinstalled under fixed obstructions over 4feet (1.Zm)wide. (NFPA13'8.G.5.33) 17: All new sprinkler systems and all modifications tuexisting sprinkler systems shall have fire department review and approval ofdrawings prior tninstallation ormodification. 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. Z436). ZI: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc, (NFPA 72'I7.5.3.1) 23: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls nrpartitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #Z437) Zl All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|F[8O12) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8OIl1ofthe International Building Code. 25: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings sh�l comply with Section 807.4 and shall not exceed 10 percent ofthe specific wall orceiling area towhich they are attached, (|F[8071) Where required toexhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kVVignition source. Reports of test results shall beprepared inaccordance with the test method used and furnished tothe fire code official upon request, (|FC8O7.4) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #24]7) 26: Any overlooked hazardous condition and/or violation of the adopted Fire orBuilding Codes does not imply approval ofsuch condition orviolation. 27: These plans were reviewed byInspector 5ll. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZU6)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)438'93S0 1700 8U|LD|NGF|NAL~* 1400 FIRE FINAL 0409 FRAMING 4029 3|'[OLD'FORK4TRUSS 4027 S|-[DLD-FORK8WELD 4046 S|'EPDXY/EXPCON[ 4034 8'W1ETALPLATE [ONN 4026 S|'STKU[T5TEEL 4032 S|'VVOODCONST CITY OF TUKWILA Community, Development Department Public Works Departtnent Per1771( Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) ommom...IMIPPW 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. **Please Print** SITE INFORMATION Site Address: 3600 Southcenter Mall Tenant Name: IMAX at AMC Southcenter King Co Assessor's Tax No.: 9202470010 (Mall) Suite Number: PROPERTY OWNER Namc: AMC Entertainment Address: 1 1500 Ash Street citY: Leawood State: KS ZiP: 66211 CONTACT PERSON — person receiving all project communication Name: Pam Kearney, As Agent Address: Scout Services, 490 Quail Ridge Drive City: Westmont state: IL Zip: 60559 Phone: 302-318-1230 Email: pkearney@scoutservices.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Gastinger Walker & Architects (Matt Gearheart) Address: 8-17 Wyandotte city: Kansas City State: MO Zip: 64105 Phone: 816-569-0817 ,mail: mgearheart@gastingerwalker.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Si Conti- Reg No.: Exp Date: Tukwila Business License No.: Floor: New Tenant: LI . Yes V., No ARCHITECT OF RECORD Company Name: Gastinger Walker & Architects Address: 817 Wyandotte City Kansas City State: MO Zip:64105 Plume: 816-569-0817 (Matt Gearheart) Email: mgearheart@gastingerwalkercom ENGINEER OF RECORD Company Namc: Hoss & Brown Addiess: 11205 W 79th St City: Lenexa State: KS "LiP: 66214 Phone: 913-362-9090 Email: mail@hbengineerskc.com LENDER — WHO IS FUNDING THE PROJECT (required or projects $5,000 or greater per RCW 19.27.095) Name: NA ______________ Address: City: Stat.: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Nam: N/A Address: City: State: Zip: , Phone: J W Penne Center I kaehelle Applicatlom V, 1.1rd Comtruction Perna Application Revised r,201'4 dot, Revised June 2014 Page 1 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): 5 400,000 Existing Building Valuation: S Describe the scope of work (please provide detailed information): IMAX interior renovation in Auditorium #1 : Provide new mechanical and electrical for new protection system in booth & speakers in auditorium.New protector windows. New row seating risers, stain and knee walls for new rocker seating. New finishes. New interior auditorium entry and signage. Will there be new rack storage? Yes o If vcs, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls'Floor $6,677 4,655 sf No No IIB A-1 2nd Floor Ord Floor Floors thru Basement Accessory Structure* N/A Garage ❑ Attached ❑ Detached N/A Carport ❑ Attached ❑ Detached N/A Covered Deck N/A Uncovered Deck N/A r PLANNING DIVISION INFORMATION — 206-431-3670 _ Single family building footprint (arca of the foundation of all structures. plus any decks over 18 inches and overhangs greater than I R inches) *For an Accessory dwelling, provide the following: Lot Arca (so ft): Floor area of principal dwelling: Floor area of accessory dwelling *Provide documentation that shows tltat the principal owner lives in one of the dwellings as his or her primary residence, Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ ....... No If "yes", explain: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) ((existing) (existing) Will there be st [rage or vise of flammable, combustible or hazardous materials in the building? ❑ Yes i No If "yes', attach list of materials and storage locations on a separate 8-1/2- x I I" paper including quantities and Material Safety Data Sheets, [PUBLIC WORKS INFORMATION — 206-433-0179 ❑ ...Permanent Watcr Meter Size (1) . WO # ❑ ...Temporary Water Meier Size (I )..,.... WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension... ... l'ublic ❑ Private ❑ (2) ♦S{O ## (3) " WO # (3) Deduct Water Meter Size Water Main Extension Public " WO# " WO# Private ❑ W- Pcrrmt Center:RacaeEtc) Applicatkpns V, ord :Construction Permit Application Revised b-'_019.doc+ Revised- June 2010 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction -- In all cases, a value of construction amount should he entered by the applicant. This figure will he 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1. AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Pam Kearney, As Agent Day Telephone: 302-318-1230 Mailing Address: Scout Services, 490 Quail Ridge Dr Westmont, IL 60559 City Stare Zip Pcrmu Censer (N achnlle Iter ised: June 2019 Word, Construction Permit Application Re ised 6-2019.docx Page 3 of 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: % Type of Inspection: Address: c) © 4'r Date Ca led: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS inspector: Date: REINSPECTI©IV FEE REQUIRED. Prior to next inspection, fee rinust 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) 431-367 Permit inspection Request Line (206) 438-9350 Project: 'Type / ninik. ©� ,c y ,4 �/, of Inspection: - VW/LI?/NG L- Address: Date Coifed: 64 Special Instructions: Date Wanted: 3--.3- . ZD a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. A/ Inspector: Date: REINSPECT1© t 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 bi?-07i-19 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 - Projec • Type o nsp atoll- Address: ./416)0 5. 7771-CEN77pq Date Called: Special Instructions: 'Date FIRM/4/A/Q- CALL- lzbit Wanted: /dW2 a.m. P.m. Requester: Phone No: of iifY? proved per applicable codes. 1 J Corrections required prior to approval. COMMENT Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspeciion. INSPECTION RECORD Pr3-40 Retain a copy with permit INSPECT 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 Project a Type o€ In ection: Address: : �Qf Date Called: Special Instructions: Date Wanted: a.m. .m. Requester: Phone No: JApproved per applicable codes. 'COMMENTS: Corrections required prior to approval. 44a' T 2_,fyER PJ/ ?/NG- SP,r -ei, j- . 7/o!) Inspector: Date: 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 INSP CTION 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 Project' � 1 Type of Inspection: Mil/MG G / ,Y1/7k _ Address: C?at Called: Special Instructions: Date Wanted: /�-.2 ?- a.m. p.m._ Requester: Phone No: ❑ Approved per applicable codes. Q Corrections required prior to approval. 'COMMENTS: ci'f vc D T�f C64177-c_725)/2. nspector: ,,. Date: 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. PERMJI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sc uthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. Type of lns�on on: Add re��ssyy�yy Date Called: -Spec tat Instructions: , i rJ . Date Wanted: a.m. p.m. Requester: Ks1YG 'A ,' P Phone No: 303 QApproved per applicable codes. Corrections required prior to approval. CO V MENTS: Inspector: REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: REINSPECTI©N 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 Project: Type of Inspection_ Andress: Date Called: Special Instructions: Date Wanted: a.m.. P.m. Requester: Phone No: © Approved per applicable codes. 11 Corrections required prior t© approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • Cash Register Receipt Receipt Number R20292 City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY 1 PAID D19-0349 Address: 3600 SOUTHCENTER MALLApn: 9202470010 Credit Card Fee R000.369.908.00.00 0.00 $515.00 $515.00 $15.00 $15.00 FIRE $500.00 EXPEDITED/AFTER HOURS INSPECTION TOTAL FEES PAID BY RECEIPT: R20292 R000.342.400.00.11 0.00 $500.00 $515.00 Date Paid: Monday, March 02, 2020 Paid By: TERRENCE ZRUST Pay Method: CREDIT CARD 09484G Printed: Monday, March 02, 2020 8:33 AM 1 of 1 CO TVKWILA ETRAKIT 6200 5VUTH[ENTER 8LVD TUxWILA' WA 98188 200'433 lB78 CITY OF TUxWILA 0017340000802374464500 Date: 03/02/2020 08:33:15 4M CREDIT CARD SALE VISA [4KD NUMBER: TRAN AMOUNT: $515.00 APPROVAL [o: 09484G nE[VxD #: 000 CLERK ID; nachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILu ETR4KIT 6200 SOUTH[ENTER DLVD TUKWIL4, W4 98188 206-433-1870 CITY OF TUKWIL4 Date: 03/0I/2020 08:33:15 AM CREDIT CARD SALE VISA CARD wUmocn: TRAN AMOUNT: $515.00 APPROVAL CD: 09484G KE[0KD #: 080 CLERK ID: nachelle Thank you! Customer Copy DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $515.00 D19-0349 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $515.00 Credit Card Fee $15,00 Credit Card Fee R000.369.908.00.00 0.00 $15.00 FIRE $500.00 EXPEDITED/AFTER HOURS INSPECTION TOTAL. FEES PAID BY RECEIPT: R20 05 R000.342.400.00.11 0.00 $500.00 .00 Date Paid: Tuesday, March 03, 2020 Paid By: TERRANCE ZRUST Pay Method: CREDIT CARD 01048G Printed: Tuesday, March 03, 2020 9:47 AM 1 of 1 YT 0TUKWL4BRAKIT 6208 S0UTH[ENTEK gLVD TUKWILA, WA 98188 206'433'1870 CITY OF TUxWILA 0017348000802374454500 Date: 03/03/2020 89:47:01 AM CREDIT CARD SALE VISA [AnV NUMBER: * TKAN AMOUNT: $515.00 APPROVAL O}: 8I048G RECORD #: 000 CLERK ID: clisa X {CARDHOLDER'S SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUxWILA ETR4KIT 6280 S0UTHCENTEK BLVD TUKWILA, W4 98188 286'433'1870 CITY OF TUNWIL4 Date: 03/03/2020 09:47:01 AM CREDIT CARD SALE VISA [xxo NUMBER: TR4N AMOUNT: $515.00 APPROVAL [D: 81048G 8E[nR0 #: 008 CLERK ID: clisa Thank you! Customer Copy DESCRIPTIONS ACCOUNT 1 QUANTITY PAID $515.00 D19-0349 Address: 3600 SOLJTHCENTER MALL Apn: 9202470010 $515.00 Credit Card Fee - Credit Card Fee R000.369.908.00.00 0.00 $15.00 $15.00 FIRE $500.00 EXPEDITED/AFTER HOURS INSPECTION TOTALiFEES PAID BY RECEIPT: R20260 R000.342.400.00.11 0.00 $500.00 $515,00 Date Paid: Wednesday, February 26, 2020 Paid By: TERRENCE ZRUST Pay Method: CREDIT CARD 03902G Printed: Wednesday, February 26, 2020 10:53 AM 1 of 1 SY5TEMS CO TUKWILA ETKAKIT 6200 5OUTHCsmTsR BLvD TUKWILA' WA 98188 206'433'1870 CITY OF TUKwILA 0017340000802374464500 Date: 82/26/2020 I0:5I:29 Am VISA CARD NUMBER: [K[UIT CARD SALE TKAN AMOUNT: $515.80 APPROVAL CD: 03902G RECORD #: 000 CLERK ID: Bill X JCARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY D19-0349 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $4 374.97 4,374.97 DEVELOPMENT PERMIT FEE WASHINGTON STATE SURCHARGE TECHNOLOGY FEE R000.322.100.00.00 0.00 B640.237.114 0.00 $4,167.83 4,142.83 $25.00 $207.14 TECHNOLOGY FEE R000.322.900.04.00 0.00 $207.14 TOTALFEES PAID BY RECEIPT: R19519 $4,374.97 Date Paid: Tuesday, January 07, 2020 Paid By: TMS CONSTRUCTION Pay Method: CHECK 5727 ammolowardl, Printed: Tuesday, January 07, 2020 8:16 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY 1 PAID D19-0349 Address: 3600 SOUTHCENTER MALL Apn: 9202470010 $2,692.84 $2,692.84 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18927 R000.345.830.00.00 0.00 $2,692.84 $2,692.84 $2,692.84 Date Paid: Monday, October 28, 2019 Paid By: GASTINGER AND WALKER ARCHITECT Pay Method: CHECK 41786 Printed: Monday, October 28, 2019 1:00 PM 1 of 1 CRWSYSTEM5 ORE MARSHAL'S OFFIet AFTERHOURS AUTHORIZATION Date of Request: Contact Name: Company Name: Contact Phone #: Email Address: Ii03 0 Request Information AFTERHOURS SERVICE (X) 212t/5 30_3 I50 rus Tivs- co kiro, i es Preferred Date and Time: FIRE INSPECTION ,7)1/ I 12c "?. Inspector / Plan Reviewer who is providing Afterhours service. FIRE PLAN REVIEW ricz Lcfcero Project Name: Permit Number Project Information c`le /Project Address: 17/11/9-)e 14/11C 3 Oe:7) c The undersigned, as an authorized representative of the above company, hereby agrees to pay the Afterhours fee, for the service requested. AFTERHOURS FEE Fire Inspection $500.00 Fire Plan Review $400.00 Printed Name: Signature: Amount Paid: Fire Authorization: City Use Only Date: Receipt #: o-r 0 C E MARSHAL'S OFFICL AFTERHOURS AUTHORIZATION Date of Request. Contact Name: Request Information AFTERHOURS SERVICE (X) /q14,2.CH 3 7.0 Company Name: Contact Phone #: Email Address: "7212-V arzus C CoA25TRa c7=4) 323- 210 -/5-74 0 2R145 / -rAis Preferred Date and Time: C-0/V11a2/1 /CS/ CC $'-7 FIRE INSPECTION /iLie2c 17' 3 Li 3e) ,4/14 Inspector / Plan Reviewer who is providing Afterhours service- FIRE PLAN REVIEW B cto Lwce Project Name: Permit Number ProjectInformation F1?-e \ kk. Project Address. The undersigned, as an authorized representative of the above company, hereby agrees to pay the Afterhours fee, for the service requested. AFTERHOURS FEE Fire Inspection $500.00 Fire Plan Review $400.00 Printed Name: Signature: Amount Paid: Fire Authorization: City Use Only Date: Receipt #: FOE MARSHAL'S OFFICO AFTERHOURS AUTHORIZATION Date of Request: Contact Name: Company Name: Contact Phone #: Email Address: 2 - 2R. -2026 Request Information AFTERHOURS SIERVICE (X) -T7> 1.S (Ins-17 u Preferred Date and Time: FIRE INSPECTION Friday 0,V28/2020 5130/90 Inspector / Plan Reviewer who is providing Afterhours service- FIRE PLAN REVIEW r icEti) uce Project Name: Project Information .g/ne Permit Number D 1c3031-1 Project Address: c3(c,o2 -500-z6ce-/- The undersigned, as an authorized representative of the above company, hereby agrees to pay the Afterhours fee, for the service requested. Printed Name: Signature: AFTERHOURS FEE Fire Inspection $500.00 Fire Plan Review $400.00 le rry 2rvs-f- Amount Paid: Fire Authorization: City Use Only RECEIVED CITY OF TUKWILA FEB 2 6 2020 PERMIT CENTER Date: Receipt #: PMA I Engineering STRUCTURAL DESIGN CALCULATIONS For IMAX at AMC Southcenter 16 Auditorium #O1 Tukwila, WA King County Permit October 22, 2019 Pages 001 - 088 2CI9 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER 6717 Shawnee Mission Parkway 1 Suite 100 1 Overland Park, KS 66202 1 913-831-1262 1 Fax 913-831-0148 pmaengineering.com 001 fi^ P Al Engineering STRUCTURAL BUILDING CODE CHECKLIST DATE: September 3, 2019 RECORDED BY: PROJECT NAME: PROJECT NUMBER: PROJECT ADDRESS: Janna Dolin IMAX at AMC Southcenter 16 — Auditorium #1 P19243 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): SPECIAL LOCAL SEISMIC CRITERIA: FROST DEPTH or MINIMUM FOOTING DEPTH: OTHER SPECIAL REQUIREMENTS: ARE ELECTRONIC STAMPS ACCEPTED: HOW MANY SETS OF SIGNED & SEALED CALCS: HOW MANY SETS OF SIGNED & SEALED DWGS: (206) 431-3670 https://www.tukwilawa.gov, Lee 2015 IBC, 2015 WAC IBC 2018 July 1, 2020 25 PSF (20deg. Winter Temp.) 20 PSF 110 MPH D-2 12 inches NONE 1 St pg. wet, others digital 3 5 sets, 11"x17" 24"x36" size 6717 Shawnee Mission Parkway 1 Suite 100 I Overland Park, KS 66202 1 913-831-1262 1 Fax 913-831-0148 pmaengineering.com TUKWILA MUNICIPAL CODE 002 CHAPTER 16.04 BUILDINGS AND CONSTRUCTION Sections: 16.04.010 16,04.020 16.04.030 16.04,040 16.04.050 16.04.060 16.04.070 16.04 080 16.04.090 16.04.100 16,04.110 16.04.120 16.04.130 16.04.140 16.04.150 16.04.170 16.04.180 16.04.190 16.04.200 elbh-16.04.210 16.04.220 16.04.230 16.04.240 16.04.250 16.04.260 Purpose of Chapter Codes Adopted Filing Copies of State Building Codes Compliance with Other Regulations as Prerequisite for Building Permits Building, Moving and Demolition Permits Application for Relocation/Demolition Permit Correction of Defects Before Issuance of Permit Terms and Conditions of Issuance Application Fee Debris and Excavations Expiration Relocation Bond — Required Relocation Bond — Conditions Relocation Bond — Default in Performance of Conditions Relocation Bond — Refund of Surplus on Termination Additional Requirements for Security Devices Definitions Enforcement — Right of Entry Adoption of County Ordinance 451 Adoption of County Health Regulations Enforcement Officer Designated Fee Payment Abatement of Dangerous Buildings by City Procedures applicable to all construction permits Affordable Housing Fee Reductions 16.04.010 Purpose of Chapter TMC Chapter 16.04 is enacted for the purpose of adopting rules and regulations governing the conditions and maintenance of all property, buildings and structures by providing standards for supplied utilities, facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and fit for occupation and use; governing the condemnation of buildings and structures unfit for human occupancy, and use and abatement of such structures in Tukwila; regulating the issuance of permits and the collection of fees; to help ensure the protection of the health, safety and the general welfare of the public; and governing the creation, construction, enlargement, conversion, alteration, repair, occupancy, use, height, court area, sanitation, ventilation and maintenance of all buildings and structures within this jurisdiction. The purpose of the codes adopted herein is not to create or otherwise establish or designate any particular class or group of persons who will or ^should be especially protected or benefited by the terms of ''these codes. (Ord. 2402 §1; 2013; Ord. 2171 §1 (part); 2007; Ord. 2121 §1 (part), 2006) 16.04.020 Codes Adopted Effective July 1, 2016, the following codes are adopted by reference as if fully set forth: 1. The International Building Code, 2015 Edition, as published by the International Code Council and as amended and adopted by the State of Washington. The following Appendices, standards and amendments are specifically adopted: a. Appendix E, Supplementary Accessibility Requirements, b. ICC/ANSI A117.1-2009, Accessible and Usable Buildings and Facilities, with statewide amendments, c. Work exempt from a building permit. Section 105.2 of the International Building Code, 2015 Edition, is amended to include provisions regarding the following work that is exempt from a building permit: (1) Work performed by the City of Tukwila and located in City of Tukwila right-of-way; work performed by Washington State Department of Transportation and located in WSDOT right-of-way to include public utility towers and poles, mechanical equipment not specifically regulated in this code, hydraulic flood control structures including levees; provided that any structure or building constructed in a municipal or state right-of-way and intended to be used as any occupancy classification of the State Building Code is not exempt from the provisions of this code or the related permit requirements. (2) One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 square feet, and such structure is outside of and entirely separated, as prescribed by Code, from any existing building on the premises. (3) Fences not over 6 feet high. 2. The International Residential Code, 2015 Edition as published by the International Code Council and as amended and adopted by the State of Washington, provided that Chapters 11 and 25 through 43 of this code are not adopted. a. Work exempt from a building permit. Section 105.2 of the International Residential Code, 2015 Edition, is amended to include provisions regarding the following work that is exempt from a building permit: (1) One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 square feet, and such structure is outside of and entirely separated, as prescribed by Code, from any existing building on the premises. (2) Fences not over 6 feet high. 3. The Uniform Plumbing Code and the Uniform Plumbing Code Standards, 2015 Edition, published by the International Association of Plumbing and Mechanical Officials, including Appendices A, B, and I, and as amended by the State of Washington, provided that Chapters 12 and 14 of this code are not adopted. Provided further, that those requirements of 16-2 Produced by the City of Tukwila, City Clerk's Office 003 DATE: RECORDED BY: PROJECT NAME: PROJECT NUMBER: PROJECT ADDRESS: Existing Structure Checklist Dolby Cinema at AMC, P16273, 10/18/2016 9/11/19 JLD IMAX at AMC Southcenter 16 -- Auditorium #1 P19243 3600 Southcenter Mall, Tukwila, WA 98188 Auditorium #: 1 Original Design Code: 2003 IBC Overall building height and floor Grade Theater Floor Elevation Mezzanine Elevation Max Ceiling Elevation Roof Elevation Floor Structure Mezzanine Structure Mezzanine Slab Mezzanine Framing Riser construction Structure of Floor/Roof Above Deck type Supporting structure Wall Type Behind Screen Interior Side Wall Exterior Side Wall Back (Projector) Wall elevations -2'-6" (Level 3, 2/A911, S2.0) 17'-0" (2/A911) 31'-11" (2/A911) 48'-0" (4/A421) 3" 3,000psi concrete topping slab (NOTE 12/A232); Interior slabs on steel deck; unknown, 3" slab, 24ga Form deck on built-up floor framing (10/S3.0)? W8x40-W8x58, W14x22-W16x26, spans-16'-17' spaced < 20' apart (S2.0) NW concrete on 1" 24ga Form deck reinforced with 6x6 W2.1xW2.1 WWF (2/S3.0) unknown unknown (WT2.1/A721) 6" metal studs @ 16" o.c., 3 layers 5/8" gyp (WT6.1, WT6.5, WT5.5/A722) 6" metal studs @ 16" o.c., 1-3 layer 5/8" gyp.; (WT26.1/A725) 10" metal studs @ 16" o.c. N/A (WT20.1/A724) 4" metal studs @ 16" o.c., 5/8" gyp: 1 layer proj. rm., 3 layers aud. side Other Notes- Floor LL. = 57psf; Risk Category II; Site Class E, SDC: D; steel wide flange 50ksi Pe5i4 Riser For Geed Load Floor Uv. Load need Seating Importance Factor................... . ......... Seismic Use +Scow Mapped Spectral Respanoto Accelerations Site Gkl e*iGQtion Spectral Response GoeffIclents 5eisnic Deeicp Category Basic. Seismic. Force Reekytirg 59st.m Pesky Bade Shear SeIsrnlc Response Coefficient Design Coefficients• and Factory Analysis Phocecki Used ..•...............».1..04..........04....404,.51p.sf Gukrete T 4 pecia1'„ ..,...............60 pef 1.25 II Se'I.4249 4157 Scisa0.S154; Sh1a4.i61 I7 Metal Deck trolly I�rac v=Gsrr Cem©.178 R=10, fto=2, Gd=S Equivalent Lateral Farce Anakpb Interior slabs on steel deck risC h..kit wlWf ...rl QII. 005 ` Address: ~ 38OUGVuthcen*arMall Seattle, Washington 98188 `~ � ASCE 7 Hazards Report Standard: ASCE/SB7'1O RiskCategory: U| Soil Class: O Stiff Soil Elevation: 23.29ft/NAVO88\ Latitude: 47.458327 Longitude: '122.254523 ^ a~� - .. . �.� ^/ / ~~ � ^^ ' » / Results: Wind Speed: 1 0-year M0 25'yoark4R| 50-year MR| 100'ymar MR| Data Source: 115Vmoh 72Vmph 7SVmph 85Vmph S1Vmph AGCE/SB7-1O.Fig. 26.5'1Band Figs. CC-1—CC'4.incorporating errata cf March 12'2014 Date Accessed: Wed Sep 11 2019 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (annual exceeclance probability 0.000588,MR|~1,700yearo). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusualwind Page 1m* Wed Sep 11zo19 006 ( / ASCE AMERICAN SOCIETY OF CIA ENGINEERS Seismic Site Soil Class: Results: D - Stiff Soil Ss : 1.453 Si : 0.542 Fa : 1 F, : 1.5 Sms 1.453 SM1 0.812 Seismic Design Category 1.6 1.4 1.2 1.0 0.8 0.6 0.4 0,2 0 Data Accessed: Date Source: S DS SDI T L : PGA: PGA m FpGA le : D2 per local code official MCER Response Spectrum S(g) vs Ts) 4 5 1.0 0.9 0.8 0,7 0.6 0.5 0.4 0.3 0.9 0.1 0 7 0.969 0.542 6 0.599 0.599 1 1.25 Design Response Spectrum 0 1 4 S(g) vs Ts) Wed Sep 11 2019 USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31, 2013, and ASCE/SEI 7-10 Table 1.5-2. Additional data for site -specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. https://asce7hazardtool.online/ Page 2 of 4 Wed Sep 11 2019 007 `~ AMERICAN SOCIETY OF GML ENGINEERS Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: 0.25 in. 25F 3Omph Standard AS[|E/SB 7-10' Figs. 10-2throuQh 18'8 Wed Sep 112019 Ice thicknesses Onstructures iD exposed locations 81elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused byother sources shall be obtained from |noa| meteorological studies. |om thicknesses in exposed locations at elevations higher than the surrounding terrain and ir valleys and gorges may exceed the mapped values. Results: Ground Snow Load, p": 151b/ft2 Elevation: 23.3 ft Data Source: ASCE/SE(7'1O'Fig. 7'1. Date Accessed: Wed Sep 11 2019 Values provided are ground snow loads. !nareas designated "case study required'"extreme local variations inground snow loads preclude mapping ed this scale. Site -specific case studies are required in establish ground snow loads a1elevations not covered. 008 / � `' / MCE ERICAN SOCIETY OF CML ENGINEERS Rain ��� oxn Results: 15'minuteduraUon: 60'minub*duolU8n: Data Source: No Data No Data NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 Date Accessed: Wed Sep 11 2019 For rainfall -event data inthis area, see NOAA Hydmmeteom|ogical Design Studies Center, Current Precipitation Frequency Information and Documents for Washington. The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any m"u The location data included herein has been obtained from information developed, produced, arid maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorsNp of such third -party content by or from ASCE. A8CEdoes not intend, nor should anyone interpret, the this Tool judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data 009 PMAIEngineering' Engineering ` ENGINEER: JLD DATE: 10012019 CHECKED: DATE: PAGE: 1 SHEET: 1 OF I Input Values Elevations Grade Elevation O ft Theatre Floor Elevation = '2.5 ft Mezzanine Elevation 17 ft Max Ceiling Elevation = 31.92 ft Roof Elevation 48 ft Seismicity IBC Version 2015 ASCE7-1O Printed on: File Name:P19248AMC Calculation Template_UpUoted08'15'2O18 010 / \ PMA Engineering ENGINEER: JLD DATE: 10/8/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud, 1, Tukwila, WA PAGE: 1 SHEET: 1 OF 3 New Light Gage Riser & Stair Framing, Dead Load: Live Load: Per ASCE 7-10 Table 4-1 (2) Layers 3/4" Plywood 1 1/2" - 18 ga. Type B Roof Deck: 3 5/8" Metal Studs @ 16" o.c. (Rows @ 2'-6" 0.C.) Total New Dead Load = Assembly Area (Fixed seats fastened to floor) Stadiums and Arenas (Fixed seats) Stairs / Exitways Uniform Load Concentrated Load Projection Booths 5.0 psf 2.9 psf 2.1 psf 10.0 psf 60.0 psf 60.0 psf 100.0 psf 300.0 Ib 50.0 psf Structural Design of New Riser Framing: 0 RISERREELEV PLAN PER ARCH 3627160-33 CONT TRACK T&B (TYP) 4°671.5E7PLAN 3625162-43 CONT SUPPORT MEMBER ATTACHED w/ (2) 4410 TEK SCREWS (TYP) RISER FRAMING LATERAL BRACING PER OTHER CALCULATIONS (TYP) 2- 6' M ROW SPACING 3625162-43 METAL STUDS 44 16' O.C. (TYP) (2) LAYERS 3f4' PLYWOOD ON 1 1/2' TYPE B METAL ROOF DECK 0 EXISTING RISER STRUCTURE AS - OCCURS Controlling Span(s) for Design: Riser Framing (Rows at 2.-6" Max), L = Stair Framing, L = Typical Riser Framing Section 30.0 in 12.0 in Use 1 1/2" - 18 ga. Type B Roof Deck w/ (2) Layers 3/4" Plywood: Uniform Load Capacity w/ Span = 5'-0": 152.0 psf 110.0 psf << OK Printed on: File Name:P19243 AMC Calculation Template_Updated 08-15-2019 10/8/2019@2:02 PM Sheet: Riser & Stair Framing 1 of 3 011 PMA I Engineering ENGINEER: JLD DATE: 10/8/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 2 OF 3 New Light Gage Riser & Stair Framing Size Top Track to Span between Vertical Studs: Vertical Stud Spacing, I = Riser Framing: Stair Framing: ws = (.070 ksf x 2.5 ft) = ws = (.110 ksf x 1.0 ft) Use 362T150-33 Track (minimum): Fb= 0.6 x Fy = M Size Vertical Metal Stud to Support Riser Framing: Ps = (ws x1/12) = 8 = 16.0 in 0.175 klf « Controls 0.110 klf 0.039 k-ft = 0.47 k-in Fy = 33 ksi 19.80 ksi 3.10 ksi « OK 0.23 kip = 233.3 Ib Use 362S162-43 Metal Studs at 16" O.C. (maximum): At 8'-0" height, P/D = 2570.0 Ib « OK Size Continuous Riser Framing Support at Front / Rear Wall: Vertical Stud Spacing, I = 16.0 in Continuous Support Tributary Width = 1.250 ft ws = (.070 ksf x 1.250 ft) = 0.088 klf = ws12/8 = 0.019 k-ft = 0.23 k-in Use 362S162-43 Continuous Horiz Support Member: M/O = 7.34 k-in 0.23 k-in « OK Vs= ws x 116.7 lb (reaction from ea side) Use (2) #10 TEK Screws to connect Continuous Support to Vert Studs: V/D = 263.0 Ib x 2 Screws = 526.0 Ib > 116.7 Ib « OK "'Metal Stud & TEK Screw Capacities from SSMA Product Technical Guide (ESR 3064) Printed on: File Name:P19243 AMC Calculation Template_Updated 08-15-2019 10/8/2019@2:02 PM Sheet: Riser & Stair Framing 2 of 3 012 • PMA Engineering ENGINEER: JLD DATE: 10/8/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 3 OF 3 New Light Gage Riser & Stair Framing Structural Design of New Stair Framing: Size Track Supporting Deck at Stairs: Stair Tread Depth: Track Span, I: Stair Width: 12.0 in 16.0 in 3.5 ft Load Case 1 - Uniform Live Load: w2=(.110 ksfx 1.0 ft)= 0.110 klf = ws124 = 0.024 k-ft Load Case 2 - Concentrated Live Load: Ps = 300 lb 0.30 kip Conservatively place point load @ center End conditions are fixed, pinned as shown 0.29 k-in 3/),// Ms = '16 = 0,075 k-tt 0.90 k-in Use 250T150-43 Track: Fb = 0.6 x Fy = 2505162-43 METAL. - STUDS (§wo.c. (TYP) 2505162 43 CONT , SUPPORT MEMBER ATTACHED w/ (2) 410 \ SCREWS (TYP) (2) LAYERS 3/9" PLYWOOD ON 1 ler TYPE B METAL ROOF DECK (TYP) fti T.O.E,RrSER 2507150-43 NT TRACK TaFt (TYP) 0" (TYP) Typical Stair Framing Section << Controls 19.80 ksi fb Ms 6.18 ksi << OK A Fy = 33 ksi Size Vertical Metal Stud to Support Stair Framing: PsLL = 300.0 lb Use 250S162-43 Metal Studs at 16" O.C. (maximum): At 6'-0" height, P/0 = 1510.0 Ib << OK See following RISA output Connection between L3x3x16 ga. Angle and Vertical Studs: Vs = Psu w + s /2 = 317.5 Ib Use (2) #10 TEK Screws to connect Continuous Angle to Vert Studs: V/0 = 263.0 Ib x 2 Screws = 526.0 Ib > 317.5 Ib << OK **Metal Stud & TEK Screw Capacities from SSMA Product Technical Guide (ESR 3064) Printed on: File Name:P19243 AMC Calculation Template_Updated 08-15-2019 10/8/2019@2:02 PM Sheet: Riser & Stair Framing 3 of 3 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.5B.BI,BA.BIA,BSV Maximum Sheet Length 42'-0 Extra charge for lengths under 6'-0 ICC ER-3415 FM Global Approved2 SECTION PROPERTIES 30° OR 36° Interlocking side lap is not drawn to show actual detail. Deck type Design thickness in. w psf Section Properties V, Ibs/ft Fy ksi It SP I S° in /ft in3/ft in`/ft in'tft B24 0.0239 1.46 0.107 0.120 0.135 0.131 2634 60 822 0.0295 1.78 0.155 0.186 0.183 0.192 1818 33 B20 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 B1$ 0.0474 2.82 0,269 0.318 0.295 0.327 2870 33 816 0.0598 3.54 0.373 0.408 0.373 0.411 3578 33 ACOUSTICAL INFORMATION Deck Type Absorption Coefficient Noise Reduction Coefficient' 125 250 500 1000 2000 4000 1.58A, 1.581A .11 .18 ,66 1.02 0.61 0.33 0.60 ' Source: Riverbank Acoustical Laboratories. Test was conducted with 1.50 pcf fiberg'ass batts and 2 inch polyisocyanurate foam insulation for the SDI. VERTICAL LOADS FOR TYPE 1.5B Type t3 (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 Causing Deflection of L/240 or 1 Inch (PSF) Span (ft.-in.) ctr to ctr of supports 5-0 5-6 6-0 6-6 7-0 7-6 8-0 8-6 9-0 3-6 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 2917 B22 5'-7 98 / 81 81 / 61 68 / 47 58 / 37 50 / 30 44 / 24 38 / 20 34 / 17 30 / 14 27 / 12 25/10 620 6'-5 123 / 105 102 / 79 86 / 61 73 / 48 63/38 55131 48 / 26 43 / 21 38 / 18 34 / 15 31 / 13 B19 T-'j 145/129 121/97 101/75 86/59 74/47 65/38 57/31 51/26 45/22 40/19 36/16 818 7'-8 168/152 138/114 116/88 99/69 85/55 74/45 65/37 58/31 52/26 46/22 42/1R 816 8'-8 215 / 196 178 / 147 149 / 113 127 / 89 110 / 71 95 / 58 84 / 48 74 / 40 66 / 34 60 / 29 54 / 24 824 5-10 124/153 103/115 86/88 74/70 64/56 56/45 49/37 43/31 39/26 35/22 31/19 622 6'-11 10D/213 83/160 70/124 59/97 51/78 45/63 39/52 35/43 31/37 28/31 25/27 2 820 7-9 128/267 105/201 89/155 76/122 66/97 57/79 51/65 45/54 40/46 36/39 32/33 B19 8'-5 150 / 320 124 / 240 104 / 185 89 / 145 77 / 116 67 / 95 59 / 78 52 / 65 47 / 55 42-147 38 / 40 B 18 9'-1 169 / 369 140 / 277 118 / 213 101 / 168 87/ 134 78 / 109 67 / 90 59 / 75 53 / 63 48 / 54 43 / 46 816 10'-3 213/471 176/354 149/273 127/214 110/172 95/140 84/115 74/96 66/81 60/69 54/59 824 5-10 154/ 120 128 / 90 108 / 69 92 / 55 79 / 44 69 / 35 61 / 29 54 / 24 48 / 21 43 / 17 39 / 15 622 6'-11 124/167 103/126 87/97 74/76 54/61 56/50 49/41 43/34 39/29 35/24 31/21 3 620 7'-9 159 / 239 132 / 157 111 / 121 95 / 95 82 / 76 72 / 62 63 / 51 56 / 43 50 / 36 45 / 31 40 / 26 619 8'-5 186 / 250 154 / 188 130 / 145 111 / 114 96 / 91 84 / 74 74 / 61 65 / 51 58 / 43 52 / 37 47 / 31 618 9'-1 210 / 269 174 / 217 147 / 167 126 / 132 108 / 105 95 / 86 83 / 71 74 / 59 66 / 50 59 / 42 54 / 36 1316 10.-3 264 / 359 219 / 277 185 / 214 158 / 168 136 / 135 119 / 109 105 / 90 93 / 75 83 / 63 74 154 67 / 46 Notes: 1, Minimum exterior bearing length required is 1.50 inches. Minimum interior b If these minimum lengths are not provided, web crippling must be checked. 2, FM Global approved numbers and spans available on page 21. in h reelui h 0 0 Structural (S) Section Prope les S-8410t1':: Thlol5fleU.- -,-'5:'• ;.;>-- ... _ - .-- • , , 7.. _,- ".., , ..., ,rosPrtic- 'Ai0a_.--,...*01 5i, -. . R_ Ty fi .. (101-: Oli 1* - '::.''' 0--,6: .7-- ji,.:'- liVr!.: 11001100414... , - :-.,-:..._ - fSx...0''.,- Mak:::--,"- M40'.-- ',.--.ii.00'.....-1140e1 -A & O: ...Iiit'llsY: "-tr :-:-414 '17.!Iltir . ,..... .,._ ,,-. TA14.10981..f27,0.01110-= • •,,,- ,_ , i.1x1.660,.. Cw-.--- ;_.'-7X11- " .1 ',..-701----• 40-. . 0411:----:(itil..- ''-''OnI, ''''-'40): -I -' OW -'-' •'''::-W '-':7-• --' 2506137-33 0.0346 33 0.197 0.67 0.203 0.163 1.016 0.052 0.515 0.203 0.158 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 35.6 200,1134 t. 00451 33 - 0.2.6'.,57:..:-:0.87 7.:,,.:546f; :"7046..,Z..;.-,1,7610!::..0.067,,,,„9511; :,I9* "...'020.,,4:53'.2'-•7-A60'-;:. 1.20.73647 :,..9144-7. 0096:.‘-7-1,f2etO7,610.:,-:10:0-9. ;30-."01?' f3...6 2505137-54 0.0566 33 0,316 1.07 0.318 0.255 1,004 0.080 0.504 0.318 0.255 5.76 2 5.75 1553 373 0.337 0.115 -1115 0.663 1.583 0.504 33,4 .2565137:54 - ,:ii:660 -'--867. 76.8167:1.07,-3f8• 012557:1 ft004- 0:080 10114 70:318: !. 0.244 6.222 -:-.444f23, 565 714.41.7--0,114::::cf.110- : 0888, 12883 10164, -.27.1' 2506137-68 0.0713 33 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.192 7.19 1891 342 0.661 0.138 -1.096 0.653 1.561 0.507 33.1 2506137-68 :: .0.0713 _,50,-. :0.390 - 1.33 '-'' •0386',.:::.9..49...0994-:.:,,0095.:' 0,495 • 0.386, -'0.308 10.6510t67 2865':-...:1519:.=-- 0.661 -.0.138 -109603.-.71561,:0.507,i ',26.6_ 2506137-97 0.1017 33 0.533 1.81 0,506 0.405 0,975 0.120 0.475 0.506 0.405 10.01 10.01 2506 283 1.839 0.176 -1.057 0.633 1.514 0.513 33.1 '•'-2506137,97,•:,-.0.1017; '7•' , 50,-- 0.530::-- 71.-61 ,05D6 '.. 0.'4057' 0975;1--;,-0*-;,..0.475. .0..506 .70.405 -:14.75.-7141.75.-:.--37987,' 429. 1.839:,4178...:_i:4,6571y:0.633, i ..1:04::7 0.5'13, :26.5 :. 2506162-33 0.0346 33 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 3.56 975 399 0.089 0.146 -1.470 0.859 1.898 0.401 44.1 ,7208162:43 ':'' 0.0461 :,-:r33' ' ' 0,289 "",:,•-11.96 '170402 .' '0,-142 1.0224'4' '0,11.12'7076207 , 0462 : -0240 :-5:2g 2:,-- .5,25''''..'''!:1:?.077 .''.,394,:. 00I-7084 445176$2:,,74.6.07'70,40 '1412:.1':': 2505162-54 0.0568 33 0.358 1.22 0.370 0,296 1.016 0.135 0.613 0.370 0.296 6.572 6,57 1553 373 0.383 0.223 -1.443 0.845 1.868 0.403 41,8 '• 250616154 . ,...0.0566 50 •:0,6587.:'T22 ,;,0470,,- 0.298;:_..17.016;": 0.135,‘,0.6113 , "isk37070:264.7.0.42-.r7.0,46..::;•,1376 465:.. •: 093.::: .6.2377.:.,1.4:4 0:645:,71..66/3:. 6A03 73:0'• 2505162-68 0.0713 33 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 8.21 2 8.21 #891 342 0,752 0,268 -1.424 0.835 1.846 0.405 41.7 2566162:611 .' _ 0.0713 .50-,_ '0,4437,..1.51 ..'.;:0.456--- 0.3040077: .-.0,.161,-• 0.605 61450 .0.88i...1.112--1,.,12.21.:.: -2866 :-;-;519.:•.- 0.752,- 0.2887;-1A24 '-, 035 '1;846 -:: 0.495' ' 33,7, 2508162-97 0.1017 33 0.61 2.07 0.596 0.477 0.989 0.209 0.586 "' 0.596 0.477 11.45 11.45 2506 283 2,102 0.346 -1.386 0.815 1.801 0.408 41.9 •,250S162-87"---.; -.0.1017 ", - 50is ":70.61 7 - 2.07 10.5960477 ' 0.969'-:•0206 .' '9.586. 0961 _.0.477'.27'16.93.1;-116.133 .. .3798:'''.7129-, ...2.192:.: 046,•-:..,1,386-="6815-:'.1.801.'0.108.:.. f- 33,5 2505200-33 0.0346 33 0.258 0.88 0.279 0.223 1.040 0.154 0.773 0.276 0.197 3.90 4.09 975 399 0.103 0.302 -1426 1.108 2.321 0.312 56.0 20200-43`. 0.0461:",43,-- 0.33/1-----:-7."1-140.358 r• -0.287, 1.036 : -0,198 .:.',,:.0:769- ,0.366 0.270 :'5,49 .----,-.)6,68 -:,.:12057: 394 .- 0.2127 :.0.382:':J,,,17914.7.1..101 --2.$00;:-:, 0.312 ' 5517 2505200-54 0.0566 33 0,415 1.41 0.440 0.352 1.030 0.241 0,763 0.44 0.352 7.65 7.65 1553 373 0,443 0.464 -1.899 1.093 2.291 0.313 53.7 2695260754 . ' 0.0566':: T.;50, 6.415 '-':•-1.4I'l-:".0.416.4..:0,352"' 1.00 ,0.241::T0N3', .:' 0.447- 0:321-::,9.60 !::::•.10.11- ." 2353.; 7565 . *(1.440`...i•-:',(1.464:.77,1.1.609 1.093 1 .12917 • 0,313; -45.5" 2506200,88 0.0713 33 0.515 1.75 0.537 0.430 1;022 0,293 0.754 0.537 0.430 9,67 9.57 1891 342 0.872 0.561 -1,881 1.084 2.270 0.313 53.7 2505100,66 ,. 0177131.7.50: 7...0.616:----175.,.•0531'.:074387-:1102t,,,..0:293.7.0.74i1. -2.-.1/437' 0.4i72'4,314;,,-.A4-,27..-::2866'• -'519':._ i:0.872.-'• 0.561 4.881, 13647 22702::'0.3ff :43.4' : .2505200-97 0.1017 33 0.711 2.42 0.718 0.575 1.005 0.386 0.736 0.718 0.575 13.36 1036 2506 283 2.452 0.735 -1.843 1.063 2.224 0.314 54.2 .,250.5200:97. .-plicifi.-: f)-‘,..- ..,9411:1----20 7-6.718-. ,0574:- siffot-' 0,386 0.736 _ '67.1.0 i0.78 -; 19.82,::=Y3e.82' 3798:: -f4297. :1451-5;6.7367.-.1.843;;;;,1.083'72.204. 0314'. 7 43,4.:".. 2506250-43 0.0451 33 0.379 1.29 0.426 0.341 1.060 0.336 0.941 0426 0.297 5.87 6.24 1265 394 0.257 0.638 -2A04 1.359 2.791 0.258 66.8 .2505250:;54: . 13,088.' 31'. 7-0471: --=.160 :-.10:524 770.419:,.!'1.0554 0412 -- 0.935 0524 ' --0.379.. 748:::,-f22 ------1583.-•,_ 373 • ',6593.,..-....:-0,778 :..2.369.11351:-; -2 7740:: ., ' ' : 67.31; 250S250-54 0.0566 50 0.471 1.60 0.524 0.419 1.055 0.412 0.935 0.521 0.341 10.22 11.02 _ 2353 565 6.503 0.778 -2.389 1.351 2.774 0.258 54.1 -.„ 2505250-66 , , .9.0713 ..33- --6818, :t.991Z:iq.4843:::,,,b,-014-fici474,,q.831.4321 - b..,v3:4i,,..7 , "(-) 7 4 9$7.'107 01Z:, 7 F .1118 , :,' .... 1891 342 7 .f-',42 ; 0.9W.-,0944:44,7111:1341...• 2,75.2 -.0.256f; : 646 ' 2506250-68 0.0713 50 0.586 1.99 0,643 0.514 1.047 0.503 0.926 0.643 0.446 13.35 14.59 2866 519 0:993 0.944 -2.371 1.341 2.752 0.258 54.5 250$25067:7;:'0301,7:; ..:,33ii .,-11,813: 2.77 :::;1054. : .4..0--::;:•.-1.8*1: .7:70,66 -.,ISTOW: .:031884; 70766 -- ' 15.0071:8:02 :150' .. :-.201 • 2,,8.83i' 1.245 ..,2.30 . 1',12' 2:707.? 0.2$61 ' '65:6 -- 250S250-97 0.1017 50 0.813 2.77 0.864 0.692 1,031 0.670 0.908 0.864 0.663 22.31 23.26 3798 429 2.803 1.245 -2.332 1.32 2.707 0.258 52.4 ..":,3505137.40 .: 44346 .:133a 1,0.232--:-,----0.79' '-70A41 0,252 - -138r:11059- :.+.9,503 .0:444 '0.223' ..4.41:---;4.54-- 1024 .: ,, 487-:-- ;0493....7•.0,153 f1.016- :0.52rA186, .. 0.876;'• ''',64.8-:- 3505137-43 0.0451 33 0.300 1.02 0.568 0.324 1.375 0.075 0.498 0.568 0.307 6.07 6.38 1739 631 0.204 0.193 4005 0.615 1.774 0.679 34.7 3505137-5477r0.0565-.733; -78.372:1.27,,..,0.888.s.-:.:068 : -1367L009132, 0492 .-0.091 . 0.385.7,-7.6r.777-7766a-2253 , :6337 ":.03911:1023,0.831., ,01;60:. 1758:,-6:683:, 734.7. 3506137-54 0.0566 50 0.372 1.27 0.696 0.398 1,367 0.090 0.492 0.696 0.366 10.95 11.42 3372 947 0.398 0.233 -0.991 0.607 1,759 0.683 28.0 .350513748 - ' 0.0711,.7 , 33 -:-- 0.461 -1,57 : -' 0.849: -•!.0.486- - 1.35720:,..107...--'1.'0.482 0.849 - 0..41.411.04 ' '11.31,1.2774 6911 -0.782% 926, '',.40,971- 0.5-98- ..-1738, •20681, -:.-31.8 3506137-68 0.0713 50 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0.472 14.12 14.53 4202 897 0.782. 0.28 -0.973. 0.598 1.738 0.687 27.9 ' 350513747 01.017r7'33':;1 ..66,86:2i::'-216'-f--1180 :":.0.64.67KSg704454A0 77?1118:0.628.r:.,:*0,24596::-.-0:6.:•51ff _ : 1.189 ' : 0.361';-.-:11,035,.,0.579 I693.1,:0,6957 -311 3506137-97 0.1017 50 - 0,635 2.16 1.130 0,646 1.334 0.136 0.462 1 13 0 629 22 9 23 49 5704 775 2.189 0.361 -0.935 0.579 1.693 0.695 25.2 1301510233 , 603457, 33 1 10:25i'.zti.Q.§i ::,,9*2 -ii.?9p:;,46*:;0;60' o.43-01 -Jon -Q;257:::::.594 - --::5,..p7,--._ :i024 . 487 - 043:.-.1).fiti:• -4.,p47-:-.0.796-: 2.026::,...'0:573 -42.7 3506162-43 0.0451 33 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 7.31 1739 631 0.227 0.350 -1.312 2.014 0.575 42.6 .3.5_06.162-64 - 0.0506 - 7 33 041-5 - '.1,41.".;:'..0.804: - 0.4.60-;.-31392 ,. 0.152 ..,.0606 0.804.: 014417.,,'r 8.83 9.0/1 . 22512f,,633, - _0.789 6A43,.-'..k4a':,-•;.:1.:298: 082 :':19967-.. 6.578' '-.40.7 3505162-54 0.0566 50 0.415 1.41 0.804. 0.460 1,392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426. -1.298 0.782 1.998 0.578 34.5 3505152;58 , .0.07137:: 7 33 --._ 0.*::--rF-178,-.--4485.•-: 0.563 13830.1.0 ;;.-.0.697-;, -.0,0.85 0,551-:, 12:562.-12l83 . 71774. :.-,-59,7.r. • .0872.z00.41;:1.280'f-li9.7772:' .tsti::::_fj:m.... -.393 3505162-68 0.0713 50 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.986. 0.549 16.44 16.84 4202 897 0.872 0.514 -1.280 0.772 1.977 0.581 34.5 .'36051.047.:. . 0101_7,' ..; 33, , '0.711-21'.27.42 1320:',",0.7541,7-1.882:i‘-;,0.23870.6711. ..*132 - . 0:7301117.71 ',16.11 .:-..-;3763, 511;:„.1 :1452 ''.. 0672 -12421 0752 1932:', 0.6117 -. 39.11, 3506162-97 0.1017 50 0.711 2.42 1,320 0.754 1.362 0.238 0.578 1,32 0.738 2618 26.76 5704 _ 775 2.452 0.672 -1.242 0,752 1.932 0.587 31.7 4$()800'' '76.6346 ' '''',;.:10,-. ±',;09 ''-'.00:.:' 0,168. - 0342 1:41'f0:;-17,:::0773 ' OW rr0283:: -4972:-',.45 ;-,'WOki::: ,••:48,1.:. ':0.117'••:0•5111 .••,.4.:76 7-1....*2,..46•:0,461, •"-f,63.1:: 3506200.43 0.0451 33 0.379 1.29 0.771 0441 1.426 0.224 0.768 0.771 0.41 6.09. 8.36 1739 631 0.257 0.687 -1.748 1.032 2.383 0.462 53.7 ''.;.3506200-54 :;0.0566 '' .. 33:f_ f.0.471 -.--...;1,60 f.;045 0543.::1.420T-Ii.0.274,-- 0.762 _ .0.95.- -',0,53*. 1041----.zi1073 -• 2253 ..-.•:63.3";, 0.5035,0,836: , 07331-i1.024: 2367-"•,-..6464 63,8 3506200-54 0.0566 50 0.471 1.60 0.95 0.543 1.420 0.274 0.762 0.95 0.47 14.07 14.86 3372 947 0.503 0.838 -1.733 1.024 2.307 0.464 43.5 3506200,68: 2'0,0713 33-'-_ '..0.566:1.99 , ..,771.167' I 0.667 _21,411 0.333,78.764 r.4.167 ' 0.655ji.:::14.5/1.' -1464.-_,f 2774 ' 592 "(Lop Tiine' ,.-1715 .-‘.• 1.014- - -.22340:.9.465'.. .0.8 3505200-68 0.0713 50 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.638 19.10 19.68 4202 897 0.993 1.018 -1.715 1.014 2.345 0.465 43.5 77350520047' -T 03017 33 0.813. 2.77.,...A76, ,.-0901..-1:11393.0.4.4.0?"-0158 1576- . 0584,2057;:,f...:20.9.5;,,,...0.765 . 511?-- ...003.';.i.',.14:47 ..• -478I:.00941-- :2.300,1._ 0,4597 ;50.3 3508200-97 0.1017 50 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.884 30.51 31.08 5704 775 2.803 t347 -1.676 0,994 2.300 0.469 40.7 350S250743 '..:,00.01: '33 7 .07.1124.-'7'1.44 8405" :;0•516:' 11101 -ff0..,380'-'-,130; -046 0...43_1t'i452::,9,0,00, 1739 :0-17 0284. ,)11517:,:42,22 ' 128.5:.;',;-2821.,:- 0.381:1 .1'..64,3 3503250-54 0.0566 33 0,528 1.80 1.118 0,639 1.455 0.487 0.94 1.118 0.559 11.04 11.98 2253 633 0.564 1409 -2,205 1.278 2.804 0,382 64.5 350S25054_ ,, 01:05611, , `50:-; , -0.528...460 .-11111:,,,Y0.6397--:14551;2:0467 ''' 494 ., --1110::-'.:04494.1418-166:2•1437:2Y'."..947-- :004 :71409 t22.6.5::;.1476.-', v.,884 ,,,:' 00% .52.1 3505250-68 0.0713 33 0.657 2.24 1.376 0.787 1.441 0.570 0,931 1.376 0.739 16.10 16.99 2774 592 1.114 1.718 -2.186 1.268 2.782 0.383 61.6 35(16250."-:68..=;.' o.o70::.,:;',-...51)::: .'Q.,,00.--i:,:-_2,24 '. ' . 1,376.,-]--.1487.''. 1.441,':,!=:13.5713 •1031 ::-..1--.378 -- .01.66t;',, ipri8,-..2:1..f 4202 897.. 607,_; 1114:7':-• 1.718. "72.186.-;1268 ' 2.782,- 0383 f .52.2 3506250-97 0.1017 33 0.915 3.11 1.870 1.069 1.430 0.762 0.913 1.870 1.050 23.72 24.14 3765 511 3.154 2.291 -2.147 1.248 2.736 0.384 61.4 350525047: ;i:,-10.10171 :::-50-ci '0,915 .- :311, . . 1670-- ' 1:601- -1.430,ir,..0.762 ' 0913' 1670 ' 0998 733.58..' --.1-`,36A3 ',.. 5704,":, ..,775'•-: 3154,!:2,291., .',-2.147 1248 '' 2736'.A.3847- .',',-46.5.:- 'Web height -to -thickness ratio exceeds 200, Web stiffeners are required at all support points and concentrated loads. 211//owable moment includes co/d work of forming. See Fable Notes on page Structural (S) Section Properties Section Design Thickness (ks1) (in) Area (in') Weight (Iblft) Gross Properties Ix Sx Rx (in') (in') (in) ly (in') Ry (in) Ise (in') Effective Properties Sxe Mal Mad Vag (in') (in-k) (in-k) (Ib) Vanet (Ib) Jx1000 (in') Torsional Properties Cw Xo m Ro (in') (in) (in) (in) li Le m ( ) 3625137-33 0.0346 33 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 4.73 1024 521 0.094 0.165 -1.003 0.615 1.813 0.694 34.7 3625137-43 0.0451 33 0.306 1.04 0.616 0.340 1.419 0,075 0.497 0.616 0.320 6.32 6.65 1739 676 0,207 0,208 -0.991 0.608 1,801 0.697 34.6 3625137-54 0.0566 33 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 3625137-54 0.0566 50 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0.700 27.9 3625137-68 0.0713 33 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 10.05 2884 662 0.797 0.302 -0.959 0.592 1.764 0.704 34.6 3625137-68 0.0713 50 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.493 14.77 15.24 4370 1004 0.797 0.302 -0.959 0.592 1.764 0.704 27.8 3625137.97 0.1017 33 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 16.36 16.75 3922 577 2.233 0.390 -0.922 0.573 1.720 0,713 30.9 362S137-97 0.1017 50 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 24.1 24.67 5943 875 2.233 0.390 -0.922 0.573 1.720 0.713 25.1 3625162-33 0.0346 33 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 5.43 1024 521 0.105 0.297 -1.308 0.789 2.048 0.592 42.6 3625162-43 0.0451 33 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.372 7.34 7.62 1739 676 0.230 0.376 -1.297 0.782 2.036 0.594 42.5 3625162-54 0.0566 33 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.466 9.22 9.51 2341 705 0.451 0.457 -1.283 0.774 2.020 0.597 42.5 3625162-54 0.0566 50 0.422 1.44 0.873 0,481 1.438 0.154 0.604 0.873 0.444 13.28 13.59 3372 1016 0.451 0.457 -1,283 0.774 2.020 0.597 34.4 3625162-68 0.0713 33 0.524 1,78 1.069 0.590 1.429 0.186 0.596 1.069 0.579 1143 11,65 2884 662 0.887 0,552 -1.264 0.765 1.998 0.600 42.7 362S162-68 0.0713 50 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.18 17.65 4370 1004 0.887 0.552 -1.264 0.765 1.998 0.600 34.3 3625162-97 0.1017 33 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 18.62 19.00 3922 577 2.496 0.723 -1.226 0.745 1.954 0.606 38.9 3625162-97 0.1017 50 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 27.52 28.08 5943 875 2.496 0.723 -1.226 0.745 1.954 0.606 31.5 3625200-33 0.0346 33 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.6 3625200-43 0.0451 33 0,385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 8.70 1739 676 0.261 0.734 -1.729 1.024 2.398 0.480 53.5 3625200-54 0.0566 33 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.553 10.93 11.23 2341 705 0.511 0.896 -1.715 1.016 2.382 0.482 53.6 3625200-54 0.0566 50 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.490 14.66 15.47 3372 1016 0.511 0.896 -1.715 1.016 2.382 0.482 43.3 3625200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.292 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 3625200-68 0.0713 50 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 20.51 4370 1004 1.008 1.089 -1.696 1.006 2.360 0.484 43.3 362S200-97 0.1017 33 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 21.59 21.95 3922 577 2.847 1.441 -1.658 0.986 2.315 0.487 50.0 362S200-97 0.1017 50 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 32.03 32.57 5943 875 2.847 1.441 -1.658 0.986 2.315 0.487 40.5 3625250-43 0.0451 33 0.43 1.46 0.98 0.541 1.51 0.385 0.946 0.98 0.449 8.88 9.35 1739 676 0.292 1.230 -2.199 1.277 2.830 0.396 64.2 3625250-54 0.0566 33 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.21 0.582 11.51 12.46 2341 705 0.571 1.506 -2.184 1.269 2.813 0.397 64.3 3625250-54 0.0566 50 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.205 0.514 15.40 16.54 3372 1016 0.571 1.506 -2.184 1.269 2,813 0.397 52.0 3625250-68 0.0713 33 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.774 16.85 17.68 2884 662 1.129 1.837 -2.165 1.259 2.791 0.398 61.4 362S250-68 0.0713 50 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.689 20.63 22.17 4370 1004 1.129 1.837 -2.165 1.259 2.791 0.398 52.0 3625250-97 0.1017 33 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.100 24.85 25.26 3922 577 3.197 2.452 -2.126 1.239 2.746 0.400 61.0 3625250-97 0.1017 50 0.927 3.16 2.027 1.118 1.478 0,772 0,912 2.027 1.046 35.17 36.93 5943 875 3.197 2.452 -2.126 1.239 2.746 0.400 49.3 3625300-54 0.0566 33 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.383 0.607 11.99 13.22 2341 705 0.632 2.316 -2.659 1.522 3.265 0.337 74.5 3625300-54 0.0566 50 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1016 0.632 2.316 -2.659 1.522 3.265 0.337 60.2 3625300-68 0.0713 33 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.716 0.811 16.02 17.65 2884 662 1.250 2.833 -2.640 1.512 3.243 0.337 74.9 3625300-68 0.0713 50 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2.833 -2.640 1.512 3.243 0.337 60.4 3625300-97 0.1017 33 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.343 1.217 26.95 28.61 3922 577 3.548 3.803 -2.600 1.491 3.196 0.338 71.6 3625300-97 0.1017 50 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.32 1,150 34.42 36.41 5943 875 3.548 3.803 -2.600 1.491 3.196 0.338 60,9 4005137-33 0.0346 33 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 5.29 976 595 0.099 0.204 -0.965 0.597 1.897 0.741 34.5 4005137-43 0.0451 33 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 7.09 7.47 1739 810 0.219 0.257 -0.954 0.591 1.885 0.744 34.3 400S137-54 0.0566 50 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.428 12.82 13.38 3372 1223 0.428 0.311 -0.940 0.583 1.870 0.747 27.7 4005137-68 0.0713 33 0.497 1.69 1.165 0,582 1.531 0.112 0.475 1.165 0.567 11.21 11.51 3215 895 0.842 0.375 -0.922 0.574 1.849 0.751 34.2 4005137-68 0.0713 50 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.558 16.70 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0.751 27.6 4005137-97 0.1017 33 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 18.88 19.23 4394 797 2.365 0.486 -0.885 0.555 1.806 0.760 30.5 4005137-97 0.1017 50 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.81 28.33 6658 1207 2.365 0.486 -0.885 0.555 1.806 0.760 24.8 4005162-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3 4005162-43 0.0451 33 0.357 1.21 0.892 0.446 1.581 0.131 0,606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2 4005162-54 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0.560 -1,238 0.754 2.090 0.649 42.2 4005162-54 0.0566 50 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1.238 0.754 2.090 0.649 34.1 4005162-68 0.0713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.658 13.00 13.30 3215 895 0.933 0.677 -1.220 0.745 2.069 0.653 42.2 4005162-68 0.0713 50 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 20.15 4871 1356 0.933 0.677 -1.220 0.745 2.069 0.653 34.0 4005162-97 0.1017 33 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 21.40 21.75 4394 797 2.628 0.889 -1.182 0.725 2.025 0.659 38.3 4005162-97 0.1017 50 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 31.64 32.15 6658 1207 2.628 0.889 -1.182 0.725 2.025 0.659 31.1 4005200-33 0.0346 33 0.310 1.05 (1.812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1 4005200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 9.74 1739 810 0.272 0.886 -1.676 1.000 2.449 0.532 53.0 4005200-54 0.0566 33 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.623 12.30 12.77 2603 944 0.534 1.083 -1.662 0.993 2.433 0.534 53.0 4005200-54 0.0566 50 0.500 1.70 1,292 0.646 1.608 0.287 0.758 1.292 0,549 16.43 17,31 3372 1223 0.534 1.083 -1.662 0.993 2.433 0.534 42.9 4005200-68 0.0713 33 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.780 15.40 15.70 3215 895 1.054 1.318 -1.643 0.983 2.412 0.536 53.2 4005200-68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 23.04 4871 1356 1.054 1.318 -1.643 0.983 2.412 0.536 42.9 4005200.97 0.1017 33 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 24.72 25.05 4394 797 2.978 1.749 -1.605 0.963 2.368 0.540 49.3 4005200-97 0.1017 50 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 36.68 37.17 6658 1207 2.978 1.749 -1.605 0.963 2.368 0.540 39.9 Web height -to -thickness ratio exceeds 200. Web stiffeners are required et all support points and concen 'Allowable moment includes cold work of forming. See Table Notes on page 7. ed loads. Table Notes 1, The centerline bend radius is based on inside corner radii shown In the steel thickness table on page 5. 2, Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on nonstructural track sections are ignored. Not all track members are hemmed. SSMA 4. Effective properties incorporate the strength Increase from the cold work of forming as applicable per AISI 5100 Section A7.2. 5. For deflection calculations, use the effective moment of inertia. 6. Based on ASTM C645, 18, 27, and 30 mil track material is considered nonstructural. 7. See page 5 for additional table notes. . . ..-.,13,41iiii,.-":.- Stlon .1010.161160 flit '- -_---.. -• . : - -1-A,Wi,.--Wpiiitit: Az • , ,_ ty- -Ry• (itil- (llint)v- 'OW) --• • ' ''--- -:;".41 - - _...,4c._ . , ,..., t3,, ' .Vag:..,_ 1361 fief ' '(1640 ' (lb)"' __...„ __ .. . _.... ,-,--Ixe ,Sxe '.- •Vag., '' ' ' (In 9 ' ,_____._____.... ,.. .. 440011; 'Cw. _ m .',.-.7..iliiix.-',-',...,,- :. - "I) ' ' 11ii" ' ''''''' ' c y .: -10 627125-18 0.0188 0.077 0.26 0.041 0.047 0.733 0.013 0.411 0.030 0.025 0.50 302 - - - - 0.009 0.007 -0.878 0.503 1.215 0.478 1627125:27'.,:,•::6.0283 -12 :--•/3117-„, ::••/3.40'...00.03.:!::, 0,072 :., : 0•;/4,•5,,,0-.020 '''' 0410'• 'f",0.05-0-, /1.044:71-r,0.117 • 1-,::541--; ••-•-',-':;-:.':,,I:-Q,F,,,,;:rE,-.':•;- .,:" -: ..,0.031. 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'046):: :e0..*:•,,;0.,.434 1:10•5',0.i19 2507150-27 0,0283 0.156 0.63 0.181 0.137 1.078 0.037 0.486 0.139 0.082 1.61 665 - - - - 0.042 0.044 -0.976 0.575 1.534 0.595 250'0500: j -0,0312 --:. „0172.i....,:l0..513:: f0199.j.'-_,01613.".-,:i":;000;•04.0::,:-: '0486 . 0157a..4403•18.3. i. :'83V ' - .:-4,-,K :47 , . ''....A0•.7=,f;.:,'.'' .: '.9.,1,356 '0049'q0.7.0.5',0674.,,,1530505 2507150.33 0.0346 0.190 0.65 0.221 0.167 1.079 0.045 0.485 0.179 0.107 2.11 1024 - - - - 0.076 0.054 -0.973 0.573 1.532 0.596 260,t1503,-:06461':'' .:104:07370.--.04:"..0*7-01.g1080.:058:•=„:.0.14107 :200,10,KT54.IA.-.771*.-: : ;7 :,-,1'.:-..:i::- -,::,:.,::-47,*77; i -.:'-' .' -6 70107.' .....0..:007110966Z0i,$76:::".':1520 .:. 0.09 250T150-54 0 0566 0.311 1.06 0.363 0.273 1.088 0.072 0.481 0 342 0 213 4 22 1692 325 0 197 5 96 2563 0.332 0.089 -0.961 0.566 1.529 0.605 25,07150-68:-.0.013 , : ,0.391:;;;1.33.'•••.0.472'021-44"::::4.099r'.70-,439 ',..'0478-: _:0.40,10299".---5'..92'.21111.--: . 6.445-•:,• 0279 I:air., - 3199:•;-' .0.663. :!',-13114";;1-0.6.50-.Ai0.561,..'--.:-1631::::c,/,6:13. 250T150-97 0.1017 0.557 1.9 0.701 0.491 1A21 0124 0.471 0.701 0.491 9.69 2954 0.701 0.463 13.86 4476 1.921 0.168 -0.935 0.55 1.534 0.629 25006871.3:-•,:',T..2.0034:.--• t)::•24$,-7::•:,($.421gir.:', 040-.-,'-::-.)117,i5700i-l',,,W,0,-,-, '0047610:„7::22--iO4:4 -,"-,t.:::i:-.:,..lve,:-.-:'::::'77,11:-.::.: ..,:".,:::::: •-,:-0..p90',n ,011'17.r'--.1414----:0.013 .,-„1921:- 0455 2501'200-43 0.0451 0.293 1.00 0.366 0.275 1.118 0.126 0.657 0.288 0.163 3.21 1356 - - - - 0.198 0.153 -1.413 0.810 1.918 0.457 2507260-54 - -01086- ,- 0.367s, '1.25 . :: 0,466-- ,...'-'01.346 :-71.127,' •-..0157;:l .0,454-, -6.396 ''0,228,- V.51771692.-, OM .9209- .';'6157 25637.. :.'0.392 - 0A95.-•-:•2,1.4656.006 71,617- 0:432 2507200-68 0.0713 0.462 1.57 0.600 0.437 1.139 0.196 0.652 0.548 0.324 6.41 2111 0.517 0.296 8.88 3199 0.783 0.251 -1.396 0.800 1.916 0.469 2501200 --97 -': : 01017.- -:- .0.659.--224,:-0.893.',-,6.626 -:21.113&:::.:0.275 ..A0.646: • .t1,893 0.556L7'fi0.99: :_.-2654,,.- ..:0.8507N0161., - "1527-'374476 " : 2,271' . : 0.374:',. -;1278-'-'0.789: "A1:915 0.484 3507125-18 0.0188 0.113 0.38 0.219 0.121 1.394 0.016 0.383 0.174 0.063 1.25 175 - - - - 0.013 0.038 -0.675 0.418 1.595 0.821 3507i2547 '-_-,a,..,07z0 f i (1,170 ' :•• 0.58' ::•:col ..---A6.1132. 1;3TC _13,1325. "Q.361, 0.2771,--A126" 2;53:-:,--.-- &p.p - : - 7::::::-7-:,--. • ','1:-: = :.0.945'' 0.057:n0,676.0,416,r.,"--1.565: 0.623 3501125-30 0,0312 0187 0.64 0.365 0.200 1.396 0.027 0.380 0.312 0.145 2.86 790 - - - - 0.061 0.063 -0.669 0.415 1.594 0.624 3507125-33 , -0,0346 - . 0.--207a,.0.71?',0,405:':=7152:;t14077.--0.031:r.- 0,37.9 '054',.'.6.166" ,- 127:.:-,--.:,,.1624',-f., 7...:...-: ......;7„4‘.,-''.- ...••.:::::77.-:: , - -.•.', .3.1:00.,,,::,0070:--,.,--(468 ;6:904; -;.1.94 0,0:4 3501125-43 0.0451 0.270 0.92 0.528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1739 - - - - 0.183 0.090 -0.663 0.412 1.592 0.826 350125754 ,:::::„66566 •••-: "0;,3397.7.1115-•-•0868 , -,0361-'1,404.T4003 ----.03757: ''. 0e51.."4.3.17 -:626." .- 2392 .0626,6-..267:-- 6.6.$7. 3372 :.0.'562r,-,0114--7-0..656. -0:468-. 1690630 3501125-68 0.0713 0.427 1.45 6.851 0.454 1.412 0.059 0,372 0.851 0.433 8.55 2994 0.839 0.407 12,13 4536 0.723 0,144 -0,650 0.403 1.599 0.835 3507126!:97'.14:1617 - .76.603T:" '2,07*::1.243 04671:431.::,76:0,0,.-d,#0. ,1.244crj,):4$ - .447. 42.13. .5043 i'-',,A6'..4§.ZA94'..: 6383.0.p,5,V01037.•...541.6.30:4.:::..00.i-:,:o.1344 350115027 0,0283 0.184 6.03 0.377 0.207 1.431 0.041 0.470 0.298 0.132 2.62 590 - - - - 0.049 0,094 -0.969 0.529 1.739 0.750 360715020 :-...,;'.:0:0312.":„ .:62081;... 0:69.;.T0,416 . :s0;22U1-1.432Z13946' ::'.2.0460 • 62387-76:150," 2,I:167..:7 , : 790:: ' ••::::: ': .:.-7...",71;:;$7',,-..,-,.7.:', ' 000 '".',6:fo3 j.:,,41,60434020 :1.0.01;'7041 350T150-33 0.0346 0,225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1024 - - - - 0.090 0,114 -6.666 0.527 1.738 0.752 55671$049:-..' ..0...q4t,-.... T.0.A3,i....7. too::: -.„7,:o,i0 0 :,,-05124R17434;,li9:06.,4,i'4467-, 0,031AT:0,$:, . 4:00,: - ititi 7':7.2.:;;EA.2:.•:',. '',..".:, :::- :,t..Z:.. 3113§AKq.144;46,0G:O:;05-::'47,1:07:tb:44. 350T150-54 6,0566 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.712 0.332 6.57 2392 6.679 6.310 9.28 3372 0.392 0.187 -0.855 0.521 1.738 0.758 350150.,:68.. -:"0„4711: „o...4pg,,,,,L0...,:ip.p7 ii„:ip,go, :1.40,:,,,if-,:07;099.,:;9462 ,0,90--,76.7409 ". 8,07•,;',4964_.:. 'clOio,.: .0,00.2.12i81;17:-.456j:, ',:6784 .,:0-,$8'•0,:847:-`,0:14"..:z:..1741:, 0763 350T150-97 0.1017 0.659 2.24 1.422 6738 1:46 0.136 0.455 1.422 0.738 14.58 4213 1.422 0.701 26.98 6383 2.271 0.346 -0.831 0.506 1.748 0.774 -35023633' 76.Q34§:::' 6,-256 •:'T,700'.'0.574 :,:.0:7175. '11,46P10108 if-, 6047 :' ,0.4.28 ...0161177,743.57,-. 1024,:- .:: •- :.-. IfPnl.'7-- 1111i,1:-,-;.''. '.0-:•.iifi3-: • ..o..1445-4:24,,OSi:7-:;.00,,f0I4 350T200-43 0.0451 0.338 1.15 0.749 0.409 1.489 0.140 0.645 0.600 0.257 5.09 1739 - - - - 0.229 0.323 -1.280 0.758 2.066 0.616 160T20064-A---.00566 -,042!G„,h44:;.,,O949:•1:-::::.0;616' :1,4q$,-,;i.._()175-: 704W' .7'.7.1,104:---T.470.577701' -7 2392-7 -Titin1 .:76.-#6!7: 9.0CZ,3372.1 .. 0453•• -0440 :---j.ii..::0.44-,-72:!..':.00--..0.6ii 3507200-68 0.0713 0.534 1.82 1.213 0.647 1.508 0.218 0.639 1.112 0.496 9.80 2994 1.054 0.458 13.71 4536 0.904 0.522 -1264 0.749 2.069 0.626 351372(31397•-•71.701017=,-T ,6.7e1*:-2.59...Ws118 _. : 0.923: ,i _ 1.63 '..-.0.-.305 -,-0,03 - 11147'041-, :-1,0241:i = -4213', •- 1708 '' :0769,723.01; -6363 •-,_ -=2622..W3365:-",---'.;12-42N3436A1-2.073,,::.0.638 3501250-43 0.0451 0.383 1.30 0.896 0.490 1.530 0.257 0.819 0.659 0.268 5.29 1739 0.260 0.593 -1.719 0.996 2.443 0.505 350725004.-:.01,0566•'.' 't0.089:&.,:,1..63 ;',.11(.7., -, 0161,74§PO, ;.:001•:".981t; ; 0600:,:0371 343-.-:::'2192 .:3.0.49343 ,., 11646---, 337.'„ lo§:p , ... 0.752.,..,.:1,71,0002:': 2442:-',050.9- 3501250-68 0.0713 0.605 2.06 1.454 6,776 1.550 0A01 0.814 1.241 0.522 10.31 2994 1.168 0.479 14.35 4536 1.025 0.961 -1.703 0.987 2.443 0.514 3847266:97 :Oki-ft- 0.862 -i:;-,2,§-3::::,,2.136:,.:.;1i09-: -.-2:1'0A-,':,..-6.7408i .:2:62r,:!l0T889,--,,747,56 7 :413•-:-• --..1,924,.:0:8:15-: 24,39.-6383". ,i'21673I ..:1'.43A68e..:.0.-.375- l'2A41.0.525 3627125-18 0.0188 0.115 0.39 0.237 0.126 1.435 0.017 0.380 0.189 0.065 1.29 169 - - - 0.014 0.042 -0.665 0.413 1.627 0.833 362.7,12627•-:::,.::0,0283 4•1•Ii7e,-,;:iie.. 1-•..0.iW.=:,01:ibt ; ..titii-iti067:).•47# •'•0kiii,7,547460, ::.•::::50.7a. _-:-'_:.....5,..27,,,,,. ::.<-;,-,_:.-.. 43i4 t).02;-t---7,15047:-,..114111-;:::, .1#:' 6,60 3621125-30 0.0312 0.191 0.65 0,395 0.210 1.438 0.027 0.378. 0.339 0.152 3.01 762 - _ - 0.062 0.068 -0.659. 0.410 1.626 0.826 -.-3627125.33.2*346-- 7.0•:702" 6.72,';04_36 -.0;.?,---Z.1434C'ic,1.030,.--07 ',0T3641,61. 74'T ,',344: 10472:-..---: . L'7':..:: '.- :: -:- '19086:. ;13.076,'',;0.056:g040: ..-16.--20836 3627125-43 0.0451 0.276. 0.94 0.571 6362 1.439 0.039 0.375 0.531 0.245 4.84 1739 - - - - 0.187 0.098 -0.654 0.407 1,625 0.838 3321126547:-..04566.- 0j4077„-1,,,,,::::ttia...--:::44if'...71744T'sq040:-.N6.8737, 0,703:4',4342:::,,;, 657 '.,..:',184i-t, ;"-Pq0.i1,..,04,1g77. 934,-;,, 374', '...0;'$,69 ;i1?4-;;.4i,01,--.:c).,404, -1;627,0041 3527125-68 0.0713 0.436 1.45 0.921 0.475 1.454 0.060 0270 0.921 0.453 8.95 3104 0,907 0.427 12.78 4703 0.738 0.156 -0.641 0.399 1.631 0.846 •',i:00••!.4k4 3627126.47: I 01317,-::::; 0•,621:7,---.7----r,'2.11..:: .1;3.4!;1„Y0,06-., 1,471 :.:,:0:0.62i..,0463: '.1:143,0.675T515;:211,1 ' 4370 1.3070.1676',.:, ' 20,T6OZ ':' 1:14 '. 0.2263 1:;(i...626:-: ]..,:0„lti.; 362T150-27 0.0283 0.187 0.64 0.408 0,217 1.475 0.641 0.468 0.323 _,0.i40 2.76 569 - - - - ':-,-A.,,;',L7...,..,,,;,„-,:i,.,44.7,:;-:-•,;,,:.:: 0.050 0.102 -0.857 0.524 1.769 0.765 szripz0.0;:6312:,' .70;',4174.07(G:i:1Y1446.,:,..0723132.1;013f ).''04..§--.',..,:R.ti,, :'040:kto403..7.'.0;:,:i...-titi,i71..", 007:;,1:!.0,112.,7.:-T(1858 0:6*.71,766; 0:00 3627156-33 0.0346 0.229 0.78 0.499 0,2641A75 0.050 0.467 0.414 0:190 3.58 1024 - - - - 0.091 0.124 -0,854 0.522 1,767 0.766 :-.362716043-=:.0041.' -.008 ',-!--,;:i oi,:;YYifigi..: -6343jn1476aT0'".664 ' -. 0,46.. 0.0.4117:06-;.,0:4:::,-,1138.,J , :',. :: ' :.':f4'...?::..:-:tt;::--'1.:-' -' i, , . , 6,01:::!;i0,*::-,•.o;§6-2.-,±0:0ii),',ii067066 362T150-54 0.0566 0.374 1.27 0.823 3.431 1.483 0.080 0.462 02769 0.349 6.89 2480 0.735 0.325 9.74 3372 0.400 0.202 70,844 0.516 1.768 0.772 '2627150-6E7' ' 0,0713 • ' -:9,471-:::;,A60 ,'..1,4050 •.:-.0..,641A024_01099',;::'0,459: _ • 1;030 '0.480 •'-::0;49 ,-...7'-...:',31(14 :0:95 ,.i...97,4494.07....01,J.,•04i: , . ., 0:70 ::,;1047.;*.7,,0.836 00*1 1.771 . 0,777 3627150-97 0.1017 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1.534 0.771 15.23 4370 1.534 0.733 21.94 6622 2,315 0.374 -0.82 0.501 1.778 0.787 'Web height -to -thickness ratio exceeds 200. Web stiffeners are required at all support • points and concentrated /cads, 'A/towable moment includes cold work of forming. \ Table Notes 1. Five pounds per square foot (psf), 7.5 psf, and 10 psf loads have not been reduced for strength or deflection checks; full lateral load is applied. 2. Limiting heights are based on steel properties only (non - composite) without the contribution of sheathing to strength and stiffness of the assembly. Properly fastened sheathing is still required for members to be considered fully braced. 3. Web crippling check based on 1" end bearing. 4. Studs are assumed to be adequately braced at maximum spacing of Lu to develop full allowable moment. 5. See page 5 for additional table notes, Fy 1. Spacing Section ksij in) ln LAZY • ";--"":"± U248'. 162S125-18 33 29.0 • „, 162S125-27 33 29.1 16 12 16 24 12 I62S125-33 33 29:2' 12 16 24 162S125-30 33 29.2 12 2505125-18 33 29.0 16 24 28.9 12 2505125-30 33 28.9 16 2505125-43 33 28.9 156Si2548-. - 24 12 350S125-27 33 28.7 16 24 350S125,0 " ;2 33' := - -16 _ . '24_ 12 350S125-33 33 28.6 16 24 12 16 24 350S125-43 " -"33" 28:47 ; . • ,-;. 12 3505125-54 50 22.9 16 24 12 2 12 3625125-18 33 28.8 16 24 362p125-27 33 =28.5 . -16 12 3626125-30 33 28.6 16 24 12 362S125-43 33 28.4 16 24 7' 9* 6' 11" 6' 1* 6' 4' 6' 1' 5' 4" 5' 6" --1445' 3' 1 !0*°' '' 9 ' O'' 7' 8* 6' 8* 7' 4" 6' 8' 510 " 6' 4* 5' 6" 6' 1" 6' 46' 1° 5' 4" 5: 2: :., 5' 2° 4' 8' 4' 6" 4' 6" 4' 3' ' \ 11(3', ''' I 9' 11" ---''' -7--.19..,?..-"11 8_ 8 " 7,, 3. • ', 8' 5" 5' 8* 11' 8' 9' 3" 8' 1" 10' 2' 6' 5' 10' 7" 8' 5' 7' 4' 8' 11' 7' 4' 6' 5" 7' 9' 6' 8" 5' 10" - :1102:.'.101". . : 1- : : i89: 86: ;....._.f.,:,,,. , 77..,, ,..,_. . - .;....,1..60,. .. .... 67: 77.:: , ,_ - ,, 6i,. 9j: ,-, "--'- 68:93: ' 66,11. 65.30. "1" r 4" ' " 7'3" ', 96" - _-- - 7' 7. 6' 5" 7' 3* 6' 8" 5' 7" 6' 4' 5' 10' 5' 1* iv 8. 106: 84 9:2: 97" 92' 83" 8374' 10'2* 8' 3" 8' 3* 7' 4" 7' 2" 7' 2' 6' 8' ' ' ' ' * ' 97 -_ : 15, 7,:._.„,,-- : in. -- - ''''''. 19.714;7 : --,-6.2' 9. -'''' '-',-- -;- ---;-. ,,,'"•-: . " -9, im''. ,":- . 8'11' - ---''''''' %I! '1°' 6' 9' 6' 5' 5' 10'e 5'10"e 5' 10"e 8 110* .. - _ 8.10*-" '''''' ' '8'7" ' 9 11' 2' 59^ 11'10' 9 ''' ' . -.'. 8,0 - 16' 1' 12' 9' 11' 2° 13' 7'10' 2° 8' 10" 11' 10' 10' 2' 8' 10" 10' 3' 9' 2' 8' 1" 14' 5' 117° 10' 2' 11' icr 10' 2" 8' 10' 9' 8' 8' 10" 7' 9" . .. .. .._ --...,.,.184'..1'.,'....':.;.:i....,:.:.,ZJI.3' 2",•Zr".:-.', ::' ' 116"': - -.: ...:14`6!",:,-;.' -.'• : -11'6,- . ....]-.-o,..:•'110'.1". :-'J-„,•,:-. - ' •.- 128".---,•: --"--z ..'".-10'=6"..,-• -;-:, .- - ":„. p.: 2* - - ._ . .. „.., .. . _.,-- .----.....,. ;:-.1,,.!-:•-• • -.i.„.,.:_,, .1.2' 07. - ':',10":6'-' ; • - 12, 8"2',, • - 2'10'6' ' ''• •-=-',, -.. 9".-27L'"-'1"" '. :::::'11.0!="--f'9"6"-.;:-.--.. ',--',.: ...' ' -":„3' 4", - • ....'": • ...._,-4,.12-':-,07. - ,-.....„.:-- - - .. 9'2-' -- • '''''- 10' 4*- ----,- • - "-":'' 9' 2"" . ' • •:-.--. 7, 8'0"..--::"="-- - ".. ' 8" 11",--,-:.- -",": -- 8' 4" ". - ' - I- '-' --• ;.„-, 7' 3":- - - • . - ,. ,, : .-. - ......... .,_- , - .-,... - - - .... .- ,.- .. . 18' 1° 14' 4' 12' 6' 15' 10' 12' 6" 10' 11' 144' 11' 5" 9' 11" 16' 5' 13' 0" 11' 5" 14' 4" 115" 911" 13' 0" 10' 4" 9' 0" 14' 4" 11' 5" 9' 11' 12' 4' 911' 8' 8' 10' 8' 9' 0" 7' 11' :::.F.,..13',..-.97.'-; --,--,...:Lz. 13'9" ::: , -. ' - 12."1V '''' 11'..1' ..----„'";''',..;-;;11"11'..,,,ir. ' 47 .11'136 ..:7: . - .'." '',.i0.i.,..' .. : 2'7''' "',.:;99".:Y: ''- ' 6' 7!,.: i - ''. 18' 6" 161' 14' 0* 16' 0" 14' 7' 12' 9" 13' 1' 12' 9' 11' 1* ":::...'.2'..19'11,..7.ji 7. '.''..:.,-':'16"7"'- -,"',-:"; ,•-"146!";,7 ..15"0".."1!;.-„;:"..;:;r13"21,-"',..-, . . 14' -1.*: : ""'''.:±'-.:."'": -- '.1 3' 2' " - " - Z.2;'.11" 6" -,.; ". '.-• 21' 5" 17' 1' 14' 11' 18' 7' 157" 13' 7' 15' 2° 13' 7" 1110' " 25' 1' 19' 11" 17' 5' 22' 10° 18' 1' 15' 10" 19' 11" 15' 10' 10' • ,."„•-245!:,„--•„ • f•- 19'4'. =---:.'",:"-.."1"-.7.77--16'11'" -1- 14' 0' 14' 0° 12' 6' 12' 2' 12' 2' 11' 4" 9'11"e 9' 11"e 9' 11"e -„-18°-10°-- 16" 6": 15' 0!- - = 20' 3' 17' 0* 14' 10" 17' 7" 15' 6' 13' 6" 14' 4' 13' 6" 11' 10" ' -2111- :-:-.;-...-TT-r - --•--- 15'4! - •;:is'ii*- ..>:,-.7.-16i0• 14'0'.;- ..-'-15.6"' ' °' ' 14' 0" 122. . .., .... 24' 2' 19' 2' 16' 9' 2111' 17' 5' 153" 1810' 15' 3' 13' 4" , ..: . -..- 107.i.-: --'-':-. .7-,3,.- 11'37:"!-:"'' -_--i9":;r.- -."'""'" 11'- 377,...-:. .., 918tAc?.."7, ; ,.,;,,,71.1"i„ -,":"--- ;."-_.• -,...Z."1-i9'-i7:"..--=," ., ."",,1"11.$ ' '' 12' 3" f. ..i..' :.'7'.11"8'''''Cf''' 140' 111" 15' 1" 12' 9" 9' 9" , 13' 1" 10' 8* . ....,-.,..,..;:- -12! 10' 5" ,i..... ,-.- ,::,',':: 14' 0,"-..,:,.,',:: '....11!0"..4:',:'-..; :•,,,...:,...,•110'..S 7 .,,,'. ,:b._..„?7-•--•:,::,, io...67..•.. -.'- ': ,t4'17.::,,:,,,, '...:',.,:-..i1* :- 13' 1' - 14' 11. it' 10* 17' 6* 13' 7* 10' 4* 15' 2" iv 10" _ .7-,-;.--:...14.F.3;!-:._ 12' 5" ,16" 3";::-:: ...':-..:-'iiiti7-.' ..": 7 •• 20!.57.;':- ' . --:14' ifi7, '...-:„Z: : ,11"1,-----'-'-'''' 185- ,'.-71211--- - is, 2" 1 . 15, -1 '' - '' 17' 5 13' 10' ,.: . , .., 2111" 1510" 12' r .. .' 19' 11" 13' 10* ,,151-7-37;',:'-- 17' 5" 5" A8',7.-1':' :::14T11-.: -.,,--,.i6tit;:. ...,-...:-:„.4. ii..t••,---•'-•; .:•••::....' 0,4' •.-:•:ki'.±,,-,2A4•'•.§.":',:t-.' :,•:-.,•:-..li:8!.r!''-;---,` - 11' 6' 9' 11'e 8' re 15 31* 116' 9'11'e 8'1"e 16'?' 14' 10" 14' 4` 13' 6" 11' 8° 118' 197 -- 15 " 2'8* -:;,„ - 21' 1' 16' 9' 18' 10' 15' 3' 15' 4" 134' 1011" 9' 11'e 13' 0" 1110' 10' 4' 14' 8' 13' 4" 11' 7" 8' 4" 8' 1" 7' 0" •="1"...•"9"9".i.'"""' • • - 9'9". „ 6' 11.°'0"i • 13' 1" 12' 9' 111' 11' 4' 11' 4' 101" 9' 3" 9' 3" 8'10* • 15' 2" 13' 7' 11' 10' 13' 2" 12' 4' 10' 9' '9" 10' 9' 9'5' 16" 9!. 19' 11" 1510" 13' 10" 181' 14' 4' 12' 7" 15'10' _ 127' 110° ... 9' 11'e 9' 11'e 9'11'e 8' 7°e 8' 7"e 8' 7"e 7' 0"e 7'0'e 7' 0"e 13'4". . 115" • 11°7-: 10'577 17- 95'4;. 14' 4" 13' 6* 11' 10" 12' 5" 12' 3' 109' 10' 2" /0' 2" 9' 4' frt4 LT. 18' 10' 15' 3' 13' 4" 16' 4' 13' 10' 12' 1" 13' 4" 12' 1" 10' 7" ' Web height -to -thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends. 00,7171;;;„ 3625125 54 s;', 3625125.68 50 22.7 .4005125-18'. 4005125-27 33 28.5 '400S125 30 >: 4005125-33 33 28.4 4005125.4 12 16 24 12 16 24 16 .: 24` 12 4005125.54 50 22.7 16 9005125-68 5505125-27' 33 27.9 5505125-33 33 27.8 5505125-54 50 22.1 6005125-27' 33 27.7 6005125,30 6005125-33 33 27.6 6005125-54 50 21.9 8005125-43 33 26.3 8008125454 24 '., 38 9 30 9" 26"10 32 1 4.107 12 52' 10" 41' 11" 36' 8" 46' 2" 36' 8" 12 16 24 12 16 24 12 ''' 16;_ 24'.. 12 16 24 12 16 24 12 16 24 27'7" 25' 1' 21' 11" 21' 11" 19' 11° 17' 5' 19' 2' 17' 5" 15' 2' 149e 149e` 13'6""e: 12'10e t210:--e 7123e '105e 10'5"e 105e, 19' 11' 17'10' 15'7" 17' 3" 16' 2" 14'2" 14' 1" 14' 1" 12' 4' -2175' 8' 5' '16 1 . 8, 6" 23' 2" 20' 0' 16' 4' 23 9 19'.11''• 27' 11" 25'4' 22'2" 729 10 27 2 23 8 ,; 23'10" 20'8" 16' 10" - 27 9 24' 1' 19' 8" 24'0': 36' 2' 32'10" 28' 9' 3i 30`8" 24'10'e 21' 6'e 17' 7"e 26'16"," 25"2'l 23 3 22 11 18 11 ' 18 11'.:_ 29'0' 26' 2" 22'10' 25' 2" 23' 9" 20'9" 20' 6' 20' 6' 18' 1' 35 6 28 9 25'1' -.30'9' 26.1 a2 19' 0" 17' 3' 15' 1' 22'' 2' 20' 2' 17' 7" 22'10" 20'8" 16' 10' 24' 8° 22' 4" 19' 6" 26'.10' 2 26' 1' 22' 9" 27'11' 16'7" 15' 1" 13' 2' iriitl 14'4". 19'4" 17' 7" 15' 4" 20 8 18 10 20' 2" 18' 3' 15' 11' 21' 6" 19'7' 17' 1" 235" 2l 3' 25 22' 9" 19' 11' 26' li 40' 11' 355' 5" 28' 11' .48'.10 24`4 24'4'e 21' 6"e 17' 7'e 30' 9" 27' 11' 24' 5° 36' 1' 32' 9" 28' 8" 3w. = 21' 3'e 19' 4'e 6' 10"e 31' 6' 28' 8' 25' 0' 20'4'e 17' 7"e 14' 4"e 21'11". 18 11" 318':117 156 -' -15'6" 23' 8' 22'10" 20'6" 20'6" 16'9' 16' 9' 29 0 1 1941".2 33'10' 26'10' 30' 9' 24' 5' 26'10' 21'4' 28'10" 330 :' 26'2" 28 10 22'10"-- 14"2":_ 19'2° 17' 5' 15' 2" 16' 7" 15' 1' 13' 2" 14' 4" 19' 4" 17' 7° 15' 4" 19' 6" 16' 10" 13' 9" 16' 9" 15' 2' 13' 3' 14' 6' 13'2' 11' 6' 16' 11" 15' 4" 13' 5" 17' 6" 15' 11' 13' 9" 14 4' 21' 6' 18' 10' 19' 6' 17' 1' 16' 0" 14' 11' 23' 5" •2a,-5; 2l' 3 18! 7' 19' 7" . 18, 7 31'7' 251" 28' 9' 22' 9' 25' 1' 19' 11' 33 9 =, 26'10' 26' 10" 1 21' • 206`' 24' 1" 21' 11' 19' 2" 18' 11' 16' 4" 13' 4' o' 3' 24' 5" 22' 2" 19' 4" 23 8 ; '18:10'. 20.8, :16' S "1414` 19' 6" 16' 10" 13' 9" t4'10" 22'8" 19' 8" 16'0" 27 8. 20'4'e 17' 7'e 14' 4"e 33' 5" 28' 11" 23' 8" 31' 6' 28' 8" 23' 8" '42'8'' 33';id'. 38 9 30' 9 8005125-68 50 20.8 16 4E'0' 38'1' 33'4" 41'11' 33'4' 24 41" 11" 33' 4' 29' 1" 36' 8" 29' 1' ' Web height -to -thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads "e" web stiffeners required at ends See Table Notes on page 21. 18' 7'e 16' 10'e 14' 4'e 17';6' 15 3 19' 11" 18' 1" 15' 10' 21'11":: -1911" 23' 6' 21' 4' 18' 8' 27' 6' 25' 0" 21 10' -297" 26.10'. 32'0" 29' 1' 25' 5' U120 163-Y; 14'2' 18:7 14 9 12' 11 12'11"` 21' 11 ° 17' 5" 19' 11' 15' 10' 17' 5" 13' 10° 15' 2" 13' 10° 12' 1' 10' S e 10 5.6 <; . 10`5"e:.' 9' 1 e 9 1 e - 9' 1"e 7.5,e 7 5 e :'; 7' 5'e 14' 1" 14' 1" 12' 4' 12' 2" 12' 2' 11' 3" 9' 11' 9' 11' 9'10" 15'2 14 7 _ 12' 9' 1• 11' 7' ':.', 16'4' 15' 1" 13' 2' 14' 2° 13' 9" 12' 0" 11'7" 11'7' 10'6' 14'4•-, 1411' .- 13 1": -, 14' 1 13 1 - 11';5' :.: 22'2' 17'7° 15'4" 20' 2" 16' 0" 13' 11" 17'7' 2_ 13' 11" 12' 2' 3'8 _18 10 16,57.. 211,6 17 1 14 11.`..s 18'.10 ':r41411'''. 16' 10" 16' 10" 15' 11' 14' 7' 14' 7' 14' 5° 11'11°e 11'11"e 11'11'e nr. 13' 11" 16' 11'. 28' 9" 26' 1' 22' 9' 7;11 24' 4' 19 4 - -' ..16' 11' . 17' 7°e 17' 7'e 16' 10'e 15'3'e 15'3'e 15'3'e 12' 5"e 12' 5"e 12' 5"e 18 11 18 11 17 6 6'''5' i"116 5 13`5'e .._ .13'5"e 13 5 e 20'6' 20'6" 18' 1' 17' 9" 17' 9" 16' 6" 14' 6' 14' 6" 14' 5' 25;1' 21' 9" 17''9' ' , 17 9 30' 9' 24' 5' 27'11' 22'2' 24' 1' 19' 5' 15'9 '=159 14'Ai": 12'10 a ;'.;,12 10 a 12'10'_e 19' 8' 19' 6' 17' 1' 17' 0' 17' 0' 15' 6" 13' 11" 13' 6" 21 3" 18'7' 19 4 16' 11"' `' . 1611 , 14'9';,,- 22' 9' 19' 11" 20' 8" 18' 1" 18' 1' 15' 10" `24 4 21' 8:-.. 21' 4' 19' 5' 16' 11° 33'0°. 26'2". ;. 22'10"` 30'0' 23"19-* - " 20 9': 26's2'- 20' 9!_".18 2' 28' 11- 28' 8' 25' 0' 25' 1" 25' 1" 22' 9' 20' 6" 20' 6" 19' 10' 8' 9' 30'9' 26 10'-'' 27 11 24'5' 7-10 24,5" 21' 4'::" 41' 11' 33' 4" 29' 1' 38' 1" 30' 3' 26' 5' 33' 3" 26' 5' 23' 1" Table Notes 1. Allowable axial loads listed in kips (1 kip = 1,000 pounds). 2. Allowable axial loads listed are based on simple one span condition. 3. Allowable axial Toads determined in accordance with AISI S100 Section C5 and with the assumption that axial Toad passes through centroid of the effective section. 4. Allowable axial Toads are based on 4'-0" on center bracing. 5, Studs are assumed to be adequately braced at a maximum spacing of L" to develop full allowable moment, M. 6. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or later ASD load combinations), For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 7. End supports have not been checked for web crippling. See web crippling tables on page 51. 8. See page 5 for additional table notes. 5 psf Lateral Load (Inteior Walls) 1.81 2.56 1.74 2.48 1.58 2.32 :1.67 238 -1.57 2.28 1.39 2.09 1.51 218 1,40 2.07 1.19 1.84 '1.18 104' 0.79 3;' 0.863 1.33 0.711.17' 0.462 0.89' 0.594 096' 0452 :"0.80' 0.212 0.542 2.31 2.25 2.12 220 2.12 1.95 2.07 1.97 1.77 0.50 2 ' ,91' '0.23' 0.612 - 3.97 3.90 3.76 5.08 5.01 3.56 . 458 339 441 3.29 4.23 3.19 4,12 2.99 3.92 :256 3}31 .44 3 21 1.95 2.54 1.82' 2.40 1.58' 2.16' 1.48' 1.95 1.35 3 -1122 .. 157'--- 3.67 4.98 3.61 4.91 3.49 4.78 349 as 3:42 • 470 3.28 4.49 3.19 4.38 3.00 4.18 2a77 '' - 3.75 2,f 4 3,61 2.40 2.22 2.08 1.81 3 174i: 1i32' 2.96 2.80 2.52' if no note, deflection meets 1/720 'Deflect/on meets L/220 2l7eflect/on meets 4/240 1.49 1.42 1.29 2.14 2.07 1.93 1.92 1.74 1.26 1.85 1.16 1.75 0.96 - 1.54 O:i36 4 1.37 '0.633 1.123 0.72' 1.15' 0.59' 1.00' 0.34 2 0.73 `0.50' •0.83'3- 0.362 0•68.2 0:12 _ 2.03 1.96 1.82 3.32 3.26 3.13 4.37 4.30 4.17 3.02 3,99 ,2.87 3.82 2.85 3.73 2.75 3.63 2.57 3.44 2.62 1.75 2.30 1.62' 2.16 1.39' 1.923 1:20' 1,63'ti 0.97 2.42 2:48 2;19d=. 2.29 2.17 1.95 187 1' 172w 0.93' 1.44 0.78' 1.28' 0.52' 0.99' 0 65'. 106 2 0 51 ?•0,90? 1.58 1.47 1.26 1.25 • 5 psf Lateral Load (Interior Walls) 2.87 2.80 2.66 :1 82 2.63 1.65 246 _ 1.77 2.56 1.67 2.45 1.46 2.23 1.46 = 2,17 1.32 2.02- 1,74;. 1.75 1.58 1.26 3 4.62 4.55 4.42 4.2 411 5,59 4.08 5.47 3.97 5.36 3.77 5.14 3.41 4,54 , 3.27. -4.39 4.12 3.57 3.41 3.10 2.78, 2.61 ' ..3 2,31?. 6.18 6.11 5.97 'Deflection meets 4/360 2.42 2.34 2.19 2.28. 2.19 t. • 2.00:f- 2.13 2.01 1.79 3.55 3.48 3.32 327 3.08 3.16 3.04 2.81 1.79 2.69' 1.63 2.53 2.22: 2.19 2.00 1.65' 1.21. 0.89 1.514 0,562 1.16'.=; 1.43 1.25' 0.92 3 4.15 5.38 4.08 5.31 3.94 5.17 3i86 ` 4.99' 3.77 4.90 3,60 4.72 `€ 3.53 4.55 3A2 4.44 3.22 4.23 3 60 2,66 .47 2 42.22 2.14 2.78 2.00 2.64 1.75' 2.38' 1.63' . 214 .: 149'_=. g00'.... 2.25 2.17 2.01 1.81 1.57 156 11 1.18 1.81 1.01 3 1.63' 0,70 3 1.313 0.94':' 1369,:; 0 67" 1.18' 0382 0.862.` 3.28 3.20 3.03 3,07 2.96 2,76 2.84 2.71 2.47 2,32 5.77 7.63 2,39 3.38 5.70 7.56 2.34 3,33 5.54 7.41 2.24 3.23 719' 5.33 7.10 2.26_ . ,3.24 5.14::-. 6.91 -2.13 .3.12 5.04 6.70 2.25 3.22 4.92 6.58 2.16 314 4.69 6.34 2.00 2.99 5557 205 _' 5e41 •193 2.99 511 3.32 4.39 1.81 2.72 3.14 4.21 1.66 2.57 2.82 3.88 1.37 2.29 2,41 - 324 ' 1.35 2.20. 209' 2.91-'+ 4Deflecr/on meets L/600 5.18 5.10 4.94 4,79 4 49'. 4.37 4.25 4.01 3.45: , 5.61 5.49 5.27 4.44 4.30 3.03 `` 4.03 2.64 3.43 2.48 3.27 2.19 2.99 2.01 ' 2:66.' 1•86' 2.50 1.58' 2.21'.. 5.63 5.58 5.49 7.45 7.41 7.32 7.35 - 5.38 7.24 5.41 7.35 5.34 7.27 5.19 7,12 5.04 f 6.87 ,' 4.93 = 6.76 471: 654'-`: 4.54 6.23 4.39 6.07 4.11 5.78 7 Table Notes 1. Values are for unpunched members. 2. Total load deflection is limited to L/360. 3. Headers are made from two boxed or back-to-back members. 4. Allowable moment, shear, and web crippling are based on twice the capacity of a single member. The moment of inertia is based on twice the value of the single member. ection' 5505162-33 5505182-43- 5505162-54 5505162 68_ • Boxed Header yiold 5frani 33 50 3 (ft) 931.4e 19465e 3484.7e 4782.6e 5. Web crippling check is based on 1" of bearing at end supports. 6. Members are assumed adequately braced for bending. 7. Allowable loads are for simply supported headers with uniform bending loads only. 8. See page 5 for additional table notes. r Back -to -Back Header der Allowable Uniform Loads (PLF) 0) 698.5e 460.1e 1094;9e-'700.8e 1960.1e 1254.5e 2690.2e _ 17217e 319.5e 179.7e 486.6e 273,7e' 871.2e _ 396.8e 157.8e 488.5e.` 115.0 164.6e 203.2 250.1 ' - 73.8e 95.3e 117.E l447 6005137-33 ' 6005162-33 6005200-33 6005137 43 6005162-43. 33 6005200-43 6005250-43 33 ' 600S137-54 50 50 50 50 50 50 50 50 6005162-54 6005200-54'" 6005250.54 6065137-68 6005162-68 6005200.68 6005250-68 6005137-97-: 6005162-97 6005200-97 6005250-97 6005137-118. 600S162-118 6003200-118 6005250-118 50 50 50 >50 50 850.8e 850ee _.: 850.8e 1751 0 1887.6e ,..1887:ee .T 1887.6e 3148 8e 3763.8e 3763.8e 3763.8e 4280:Se- 5288.3e _-5880;1e° 5788.2e 75265e 8403.7e 9432.6e 9898.1e 10212.6e s 11620.3e 12729.2e 638.1e -638.10 638.1e 985.0e. 1205.1e 1282:4e 1350.7e 1770:1,e, 2158.3e 2281,9e , 2392.7e 24078e 2974.7e 3307i5e 3255.8e 4233:1e _ 4727.1e 5305.9e 5567.7e .'5140.5e 5744.7e 6536.4e 7160.2e 4361e, _ 303.1e 170.5e .. 504.90 510.5e 398.7e 224.2e 6304e 437.8e' 246.3e`:;`' " 771.3e 535.6e 820:7e.9ec. 864.4e 600.3e 11322i9e 786 7e'_ 1381.3e 959.3e 1,4604e 1014.2e' 1531.4e 1063.4e 154100 ,_1170.13e7i7. 1903.8e 1322.1e 2116.8e 2083.7e 1447.0e 2709:5e 1694,8e ;. 3025.3e 1941.3e 3395,7e 2270:9e ; 3563.3e 2474.5e 3289.9e .19679e 3676.6e 2287.3e 4183.3e . '2687.4e 4582.5e 3121.2e 301.3e _ 320.6e'`1 337.7e 429.8e • 488.3e 566.7e 598.2e . 528.3e 601.7e 700.0e'. 806.3e -715 - 819 958.0e - 1109.Oe 63aa 965 1133.7 1316.7e 109.1e, 126.2e ;'' 143.5e 157.6e `=` 192.8e 205.2e :. 216.1e 2201 ;;>..: 250.0e 2901e.._w-: 329.1e., 270.5 308.1 -358.4 412,8e 75.8e, 87.68' 99.7e 1032e `; 117.1 e 135.7e., 150.1e 127 3. 144.7 1679 190.5 1565 -- 178.3 207.4 238.9 211:8 ' 419.3 242.7 490.5 `: 283.9. _ 567.8 328.6 494.1 285.9 580,5335.9• 674.2 390.1 8005137-54 8005162-54- 8005200-54 6005250-54 8005137-68 50 800516268:: 8005200.68 50 8005250-68 50 8005137-97 50 8005162-97 50 8005200-97 50 800S250-97 50 8005137-118 50 8005162-118 8005200-118 50 800S250-118 - 50 e" web stiffeners required et ends. 33 8005137-33 33 8005162 33 ... 33 8005200-33 33 8005137-43 33 8005162-43 -: 33 8005200.43 33 8005256-43 33 50 50 50 632;Oe 632.Oe 632.9e ,` 1401.5e -14015e 1401.5e 14015e 2788.4e 27884e 2788.4e 27884e 5627.6e 56276e 5627.6e 5627.6e_- 9468.1e 106571e 13297.5e 13839.9e: 14157.3e 15$89.2ew 17414.8e 474Oe4 474.0e 474,Oe 1051.2e 1051:2e 1051.2e 1051:2e •, 2091.3e 20913e 2091.3e 2091,3e 3297.6e 3759.1e 4220.7e 4220.7e 5325.8e 5994.6e 7479.8e 7765,0e 7963.5e 8768.9e 9795.8e • 18210.1e 10243.2e 1054.4e 1673,00 _ ,: : 1215,2e- 1673.0e 1384.1e 1673.00 1394 2e": 2110.4e 1465.6e 2405.8e =- 1670.7e.`` 2917.3e 2025.9e 28689e 1990.9e 3408.5e 2367,0e 2664 3e°• 4787.1 a 3324.4e 49824e 3460,Oe 5096.6e 3539 3e 66121e 38973e' 6269.3e 4353.7e 6555.6e 4552.56 3792e; _ 316,0e1 :.. 379.2e 316.0e 379:2e 316,0eF 840.9e 584.3e 678:8e 640.9e 700.8e 8409e _., 7008e' 1518.3e 223.2e 237.0e 237.0e:.... 328.7e 381,8e 437.2e 459.5e 593.1 e 683,6e 778.6e 8152e>.:'_ 824.4e 939.8e -� 1139.6e 1119.9e' 1331.5e 1498.7e' ` 1870.0e 1946.2e , 1732.3e 19640e 2273.2e 2560.8e: 142 8e w.. 168.1e 189 5e 210.3e 244 4e: 279.8e 2941e 379.6e 437,50 : 498.3e 521,7e 527.6e 601,4e'; 116.7e 134:5e` 1461 e l89 7e 194.3e 2042e 251.6e 283.3e 332.5e '362,3e 317,9e 3576e 711.5e 4118e 716.7e ..-. 467.4e 751.5e 434.9 849.0e ';' 491.3 979.3e 566.7 1117.9e - 646.9e 886.9 513.3 160510 5819 1163.9e 673.5 1332.2e :`= ; 771 021 Envelope Only Solon on PMA Engineering JLK AMC Theater - Metal Stud Properties Axial Capacity of 250S162-43 Metal Stud SK - 1 Dec 28, 2016 at 4:48 AM Metal Stud Properties.r3d 022 Column: MI Shape: 250S162-43 Material: A570 Gr.33 Length: 6 ft i Joint: N1 J Joint: N2 Envelope Code Check: 0.662 (LC 1) Report Based On 97 Sections Dy in Dz in 1000 at 0 ft A Ib Ib Vz lb Vy T lb-ft lb-ft Mz lb-ft My fa 3460.208 at 0 ft psi f(z) f(Y) psi psi AISI S100-12: ASD Code Check Max Bending Check 0.662 (LC 1) Max Shear Check 0.000 (y) (LC 1) Location 0 ft Location 0 ft Equation C5.2.1-1 Max Defl Ratio L/10000 R (D6.1.1) Not Used y-y z-z Fy 33000 psi Cm .6 .6 A eff. (Fy) .274 inA2 Pn/s) 1511.087 Ib Lb 6 ft 6 ft A eff. (Fn) .289 inA2 Tn/s) 5710.778 Ib KL/r 116.177 70.433 ly eff. .111 inA4 Mnyt) 140.235 Ib-ft Sy eff. (L) .177 inA3 Mnzn 331.406 lb-ft L Comp Flange 6 ft Sy eff. (R) .111 inA3 Vny/Q 1265.464 Ib L-torque 6 ft Iz eff. .302 inA4 Vnz/s/ 1554.232 Ib Sz eff. (T) .242 inA3 Cb 1 Sz eff. (B) .242 inA3 ` ` ` Screw Capacities Table Notes l. Capacities hoed onA%SISzOVSection E4. Z. When connecting materials ofdifferent steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets ofequal thickness are connected. J. Capacities are based unAllowable Strength Design (A5D) and include safety factor ofJ.V. 4. Where multiple fasteners are used, screws are assumed to have aoenter-to'centcrspacing ofa,least Jtimes the nominal diamcuer(d). 5. Screws are assumed tnhave acenter-uf-soew tnedge'oFxLee| dimension nfatleast l.5bmesthe nominal diameter (d)nfthe screw. w 95 ( 65 no u�x � s mw , 24 40 61 79 125 -140 140 G. Pull-out capacity is based on the lesserof pull-out capacityin sheet closest mscrew tip ortension strength nrscrew. 7. Pull -over capacity isbased onthe lesser ofpull-over capacity for sheet closest m screw header or tension strength of screw, B.Values are for pure shear ortension loads. See AzSlSection e4.S for combined shear and pull -over. 9, Screw Shear(Pss), tension (Pts), diameter, and head diameter are from CpSElTech Note (F701,12). l0.Screw shear strength isthe average value, and tension strength is the lowest value listed in CFSE[Tech Note (F701-12). 11.Higher values for screw strength (Pss, beobtained hy specifying screws from aspecific manufacturer. Allowable Strew Conndction'Capadity (U) 84 140 *m 48 103 Put ut Pull 0447r, 29 48 84 M. 140 Ill -514 548 -wv '^ e mx Weld Capacities Table Notes z, Capacities based onthe AI5IG100 Specification Sections s2.4/o, fillet welds and sa.5for flare groove welds. z.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 unE6Uelectrodes. For material thinner than 68 noU' n.V]O^ to 0.035^ diameter wire electrodes may provide best results. 5. Longitudinal capacity isconsidered mbeloading inthe direction of the length of the weld, xm on .265 345 386 "°�� 386 65 � 118 ��5o8_� m ���_� m 38 � �67�d 63 124 196 40 342 225 284 -40 «* 175 60 rn ' ' -66 '—' 73 211 . Transverse capacity is loading inperpendicular direction ofthe length of the weld. 7. For flare groove welds,the effective throat ofweld is conservatively assumed to heleso,han2t. 8. For longitudinal fillet welds, uminimum value nf EQE2�4'z, s2.4'2, and su.4-4was used. 9. For transverse fillet welds, a minimum value v[sQ E2.4-3 and s2.4-^was used. zO.For longitudinal flare groove welds, aminimum value n, e3sz.5-uand ez.s`3was used. Allowable Weld Capacity (lbs in) GROW " o 'Welof=�cli),,for materlalthickness greater than nm-rexires engineering judgment ^ determine ley ofwelds, woand ma _ ' 024 ` PMAEngineering ` ENGINEER: JLD DATE: 10/10/2019 CHECKED: DATE: PROJECT: P1&243'AMC |MAJ(Southoentex18.Aud.1.Tukwila, VVA PAGE: 1 SHEET: I OF 2 Effects qfNew Riser Framing onExisting Structure 0 v New Riser Framing Load Applied on Existing Structure: New knee wall maximum row spacing �-6'\New knee wall maximum stud spacing = 30.0 in Existing Entry ILavwFloor Structure, total depth: 3.00in <psnBUSTING DINGS Slab -on -Deck 3.00 in "t" =Cnnvrem Tm*nnvv Effective width for Point Load = 16t= 48.0 in > 16.0 in Therefore: Consider knee wall amaLine Load Existing Mezzanine Structure, toha|depth: 3" NWtConomte 4l0in^psRBUSTING DINGS 3.00 in "t~ ~Conomte 7nmxnmm 1.00 in Effective width for Point Load =16t= 48.0in Therefore: Consider knee wall asoLine Load Controlling Effective width for Point Load = 48.0in Therefore: Consider effect ofnew riser framing osa Uniform Load on the existing structure "Refer to, "Riser & Stair Framing", spreadsheet for applicable new framing dead & live load requirements Printed on: File Name: P1024nAMC Calculation Templato_UpdabedOO'15'2U1Q Page 1 of 2 025 ` Engineering ' ��]���n��������� �� — cz ENGINEER: JLD DATE: 10M8/2819 CHECKED: DATE: PROJECT: P1S243'AMC |M/Q(8outhcen0er1S.Aud.1.Tukwila, VVA SHEET: 2 OF 2 Effects ofNew Riser FrmminamnExiatinq S Existing Deck Capacities: Entry Level Floor Structure: Slab -on -Deck 3.00 in <PsnEXISTING oWGa Max Span Per Existing Drawings: Unknown Allowable Superimposed Live Load Capacity 60.8pof S|ab'On'DeckOkay (See following sheet) Mezzanine Structure: 3"NWt Concrete 1^'20ga. Composite Deck 4.00 in <PER EXISTING DWGS Max Deck Span Per Existing Drawings: y-O^ Allowable Superimposed Live Load Capacity: 108.0pnf @7-0^ Mezzanine Deck Okay (See following xutsxeo4 Riser Structure: 3" NWtCuncrete on1^ 24ga. Form Deck 4.00 in <PER EXISTING DWGS Max Deck Span Per Existing Drawings: 6-8" Allowable Superimposed Uniform Load Capacity: 152.0psf @8'-8~ Riser Deck Okay (see following ovtsxeo4 Printed on: File Name: P1Q243AMC Calculation Template_UpdatedUO'15-2019 PMA Engineering Engineer 3L\)K. Date (0/10/n Page Checked Date 0, Project P1°12,43 bokillAQ6PdT612, ILD RUP, •5 I Sheet 026 of MEL WALL ANt) RISR_ GOMSTILUCTION t WA TUCX Lil Ex,z-rmc, Rs-Tc, () NEL() i2,1SEtz. Q._0/0Zit-R0 TIOM ON SLA3 CA) SGe EFFec,T3 oF NCLJ12_ic661Z rRAf-tiM(9 OM (-.:-,KuA5 caik)SLON DECY-, COVI'Sr\--1KIG Z6Ii% REROVEi> TO Me;t4) LOAYS 0 3r-e, eFFecTs or ktuk) g-136R. F241-1,1kir ON ExisTiKl& ( 3TILUCTUR_e @16,NEE WiAl-k- UTR 5TRAP 3kINF,c)c)1•) .„, VAX C.") L7C-,T r FROR 3548 t1- ° exkzT-Nc, 9,\seR DK) SLAZ ON ORAGIUFNL I--OKOS LIVE LOAD = CoOP3F (12AS62.) DM).1--4fM> 5'7_ Pr$T-- CR14,FizptRIPOC7 l ii ?SF 1\10-0 R\SZ.IREPLncce7 Exts`ntoc7 IL(5eg on) an?, oro -De.--0(._ N- 1,,3 LON>3 t i_Ave LORI) = (0012sF CP-13E7-) -DGFID 1.-014- 1-C)V2E CR15E2 FRAlk-afJ&I PLA 10123T. • 3TR.E5S Ne_ReA5-1, 5)( i3T NG ---tivi F3F > (QUO= -70 pF "Des_RuAge- Kis-MG-SS, ZY C)33E;;RvATION -C)Ci STING3LA O DE,CV) A.00K)ATE 027 Engineering 8=����|E ENGINEER: JLD DATE: 10/22/2019 PAGE: 1 CHECKED: DATE: SHEET: 1 OF I U « New Projection Booth Equipment onExisting Structure (Gravity Check) Existing Riser Slab Support Structure Analysis: Existing Dead Load: (PER EXISTING DRAWINGS) Existing Live Load: (PER EXISTING DRAWINGS) New Dead Load: 3^Nmt Concrete 1^'20ga.Composite Deck Steel Joists & Beams (\ppmx.) 5I0psf 4.Opsf 3.Opsf Total Existing Dead Load = Floor Live Load 60.0 psf Existing Dead Load New Equipment: 1 LaaerPnojectnr(n)= 2053D|b/na 15.4sf/eu 2 Audio Rank(o) = 1880�O|b/ea 5.1 uf/na l SMSConoo|o(o)= 17Z0|h/oa 1.8uf/na New Live Load: Per ASCEr-10Table w Percent Increase: Allowable (DL+L4: Total Tributary Area ofInfluence = 12&0of This area wlarger than the summation orovu�pmon footprint Total New Dead Load = 103.4puf Projection Booth 50.0pof (Dlm��+LL�aw)—(D1mn�f{lroxr) V6D�T= = Ultimate (1.2DL+1.6u): (l2DLns�+l�6LLwmv)—(12DLmosr+1�CLmoxr) 96D�T= = 24.2% > 5.0% N.G. 1,2DLcx'Sr + 1.6LLnx,rr Existing support structure requires additional analysis per |E8C 2015 Section8V7.4. Exception 1, because existing stress in gravity carrying elements increases by more than 5%. See following calculations, Considering that live load will not occur where the projection bnothequ|pmentio located and equipment dead load is less than the LL = 60psf, then by inspection the existing mezzanine structure isokay. � u Printed on: File Name: P18248AMC Calculation Tomplote_Updated08-15-2U19 Sheet: Projection Booth Check '5& Page 1of2 10/22/2019@8:25 AM 028 1 MAX COMPONENT SPECIFICATION PART NO.: 111111-CS STANDARD DESCRIPTION: IMAX Commercial Laser Projector SPECIAL NOTES: Product Description The IMAX Commercial Laser Projector contains the laser light source, optical engine, control electronics and digital cinema content storage and playback support. 1 IS§OETC7A- 20- r- N R ESCRIPVON7QC11A1.49, INITIAL RELEASE PPItOyA, . LEVIN 111111-CS, Rev A, ICLPS Projector 1 of 2 029 MAX COMPONENT SPECIFICATION PART NO.: 111111-CS STANDARD DESCRIPTION: 1MAX Commercial Laser Projector Product Specifications Projector Size 1642.63mm (64.67") L x 870mm (34.25") W x 2130.96mm (83.90") H Assembled Projector Weight Projector (including covers): 931.2kg (20531bs) Projector (no covers -shipping configuration): 790.2kg (1742 Ibs) Shipping Crated Weight 1122.2kg (24741bs) Shipping Crated Size 2082,8mm (82") L x 1219.2mm (48") W x 2362.2 (93") H Electrical Service Requirements Supply Voltage: 3 phase 200-240V, 50/60Hz OR 3 phase 380V - 415V, 50/60Hz Service Clearances 1000mm (39") at sides and rear of each projector Heat Load 2kW (projector to projection room) Note: All dimensions and weights are approximate 111111-CS, Rev A, ICLPS Projector 2 of 2 NOTES 1. MATERIAL: SEE BOM, 2, DEBURRINO: SEE INDIVIDUAL COMPONENTS. 3, FINISH: SEE INDIVIDUAL COMPONENTS, 4. CLEANING: SEE INDIVIDUAL COMPONENTS 5, ALL MATERIALS SPECIFIED IN THE DRAWING TO BE COMPLIANT WITH ROHS REACH AND CONFLICT MINERALS RULE, D0 NOT SCALE D RAWINE,. REVISIONS 030 REV. ECR DESCRIPTION DATE REVISED CHECKED A 13-2131 INITIAL RELEASE 02/15/2018 RGC S,PARSONS ITEM NO, PART OR ASSEMBLY NUMBER QTY, UNIT DESCRIPTION NOTES 1 121403-01 1 EA ASSY, STAND FRONT, RIGHT, PROJECTOR 2 121405-01 EA ASSY, STAND FRONT, LEFT, PROJECTOR 121406-01 1 EA ASSEMBLY, STAND REAR, PROJECTOR 4 121409-01 EA BRACKET SEISMIC LOCK, PROJECTOR 5 121412-01 1 EA PLATE, FRONT LANDING, PROJECTOR 6 121402-01 1 EA PLATE REAR, LANDING, PROJECTOR 7 300365-00 16 EA SCREW SHCS MIOX25 FT IS04762 CL12.9 STBK 8 307206-00 12 EA WASHER FW M10 10.5X20X2 DIN125 ST iP BK 9 10 104552-00 307026-00 12 4 EA EA ANCHOR, CONCRETE, LDT 3/8' X 3,0" WASHER FW MIO 10,5X30X2,5 DIN 9021 ST LP UNLESS OTHERWISE SPECIFIED INTERPRET DIMENSIONS AND TOLERANCES PER AWE YIA.SM•INA EXCEFDON: MAIM ZEROS INVOKE RIOCK TOLERANCES, All DIMENSIONS SHOWN APPLY AREA PLAIINGS AND COARNGS TOLERANCES APPLY AS SHOWN KESOW: UNIT OF MEASURE INCITES O MILLIMETRES CAD MAINTAINED DATA CHANGES SHAUN INCORPORATED EL C1RONICALLY DECIMAL PLACES • MILLIMETERS: X.XX X,X 0,13 ±0,25 ±0,50 ANGULAR DIMENSIONS • DEGREES: ± 1.0° SURFACE ROUGHNESS • MICRONS: I NA PROPRIETARY THE IN PORMARONCOMAINED INDRAWING IS CONFIDENTIAL AND EROPRIFf1RY AND REMAINS THE EXCLUSIVE PROPERTY OE IMAX CORPORADON. INN DRAWING MAY NOT RE USED, RBRODUCED IN WHOLE OR IN PARE NOR REVEALED TO OTHERS WRNOUTTHE PRIORWRmEN CONSENT Of IMAX CORPORATION BY ACCEPEANCE OF THIS DRAWING, ME BEARER AGREES TO THESE CONDRIONE, THIRD ANGLE PROJECTION PRODUCTION APPROVALquvoomq o� DRAWN IT RCC OZ/15P201R MAX® 7R137CORPORATION I vaRTOESCOP000 ASSY, LANDING, PROJECTOR DESIGNED BY LFERUK 01115REOIB CNtCN,W BT S,PARSONS 01PISI101R APPROVED BY D.CAMPBELL Dy15E101B MWIHG NUMBER 5000030 EIU B ECA 1:2C N4MER 121401.01 SHEET 1 OF 1 o 031 THEATRE DEVELOPMENT TECHNOLOGY LASER CHILLERS (2) units„ 2541bsx2 = 5081b Distributed load: 508/ ((29.5/12)* (27r5/12)) = 90.17psf 4 CHILLERS PER SYSTEM- 2 STACKS OF 2 CHILLERS CHILLER SIZE (EACH) 750 mm (29.5") L x 700 mm (27.5") W x 820 mm (32") H COOLER WEIGHT (EACH) 115kg (254 Ibs) SHIPPING CRATED WEIGHT DOMESTIC - 130 kg (287 bs) INTERNATIONAL - 190 kg (419 Ibs) SHIPPING CRATED SIZE 1200 mm (47.5") L x 800mm (32.5") W x 1125 mm (44") H ELECTRICAL SERVICES REQUIRMENTS SUPPLY VOLTAGE : 3 PHASE 208V - 230V, 50/60 Hz 3 PHASE 380V - 415V, 50/60 Hz CONTROL VOLTAGE FROM IMAX LASER PROJECTOR SERVICE CLEARANCES 1 METER (39") AT SIDES AND REAR OF INSTALLED UNIT HEAT LOAD 18-27 kW TOTAL FOR ALL 4 CHILLERS November 24, 2014 INS-RF-0611 RevB 032 `-'THEATRE DEVELOPMENT TECHNOLOGY LASER ELECTRICAL RACKS MAIN & AMPLIFIER RACK ELECTRICAL RACK SIZE 813 mm (32") L x 584.2 mm (23") W x 1981.2 mm (78") H ELECTRICAL RACK WEIGHT Main 205 kg (450 lbs.) AMP 315 kg (695 lbs.) with amps SHIPPING CRATED WEIGHT Main 250 kg (550 lbs.) AMP 250 kg (550 lbs.) SHIPPING CRATED SIZE (per rack) 850 mm (33.5") L x 750 mm (29.5") W x 2170 mm (85.4") H ELECTRICAL SERVICES REQUIRMENTS SUPPLY VOLTAGE : 3 PHASE 200V - 240V, 50/60 Hz 3 PHASE 380V - 415V, 50/60 Hz SERVICE CLEARANCES 1000 mm (39") AT SIDES AND REAR OF INSTALLED UNIT HEAT LOAD 2.5 kW total, specifically: 2.0 kW to ambient (projection room) .5 kW to speakers theatre) October 31, 2014 INS-RF-0613 revA 033 '..--THEATRE DEVELOPMENT TECHNOLOGY LASER SMS CONTROL CONSOLE SIZE 525 mm (21") L x 325 mm (13") D x 1427 mm (56") H CONTROL CONSOLE WEIGHT 78 kg (171.9 Ibs.) SHIPPING CRATED WEIGHT 125 kg (275.6 Ibs) SHIPPING CRATED SIZE 770 mm (30.3") L x 80 mm (31.5") W x 1690 mm (66.5") H ELECTRICAL SERVICES REQUIRMENTS SUPPLY VOLTAGE: SINGLE PHASE 200V - 240V, 50/60 Hz FROM IMAX ELECTRICAL RACK SERVICE CLEARANCES 1 300 mm (12") AT FRONT AND BACK HEAT LOAD < 0.1 kW October 31, 2014 INS-RF-0617 revA 034 PMA Engineering ENGINEER: JLD DATE: 10/11/2019 PAGE: 1 CHECKED: DATE: SHEET: 1 PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA New Projection Booth Equipment Seismic Anchorage Per ASCE 7-10 OF 1 Component Being Analyzed: Laser Projector(s) Determine Seismic Design Force, Fp: Fp 0.4apS:D" R. p component amplification factor, a.,, = spectral acceleration, short period, S Ds = component operating weight, = component response modification factor, R = component importance factor, fp = height in structure of component attachment, z = average roof height of structure,, h = (Eq 13.3-1) 1.0 0.969 2053 lb 2,5 1.25 17.0 ft 48.0 ft [Table 135-1.1 [Fable 13.5-1] [Section 13.1.33 Mezz Elev RocAElev Upper Bound, Eq. 13.3-2: Fru = 1.6.5Ds/rWr = 3978.7 Ib Lower Bound, Eq. 13.3-3: Fru = O.3SDSIPWP = 746.0 Ib << Controls Force with 2.5 Overstrength Factor: Force At EA Corner: d= 2.85 ft h = 7.00 ft Vijur = Fp/4 = 424.81 Ibs TUT = 1/2 Net Up = 581.47 Ibs Try Hilti KWIK HUS EZ 3/8" DIA w/ 1 5/8" Embed @ EA Corner Concrete Deck: claV = 456 Ibs cIDT = 222 Ibs Unity: 424.8 Ibs 581.5 Ibs 1824 lbs 889 lbs Fpu = 679.70 Ib F(uur)= 1699.2 Ibs Oerturning Moment: M =Fr(1/2)h = 5947 Ib-ft Couple Force: Resisting Wt: T/C = M/d = 2086.8 Ibs cl)(1/2)Wt = 923.85 Ibs = 0 9 Net Uplift Per Side: 1162.94 Ibs Anchors per Corner: 4 'n Anchors *n Anchors 1824 Ibs 889 Ibs 0.88682484 <=1 Okay Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/11/2019@9:46 AM Sheet: Projection Booth Check - 5% Page 2 of 2 035 PMA Engineering , �n�]��e{�r��lC] c, �, ENGINEER: JU] DATE: 10Q312019 pAGE:1 CHECKED: DATE: SHEET 1 PROJECT: P18245-AMC | MAX Gouthuonter10.Aud.1.Tukwila, WA New Projection Booth Equipment Seismic Anchorage Per ASCE7_10 OF 1 Component Being Analyzed: AudioRauk(s) Determine Seismic Design Force, Fp: Fp 2_ h (Eq13.3-1) component amplification factor, aP = spectral acceleration, short period'Sus = component operating weight, KKp = component response modification factor, R, = component importance factor, /v = height instructure ofcomponent attachment, z= average roof height ofstructure, h= Upper Bound, Bq,13.3-2: Lower Bound, Eq. 13.3-3: Force At EA Corner-, d=2.67ft Vvo=Fp14= 28782|bo 1/] 0.969 1J8O|b 2.5 125 17.0h fP» = 1.6J"J.NP = 2693.8|h Fp»=03SDSI.Wp= 5051|b Force with 2.5OvnrstrongthFactor: Concrete Deck: cpV =456|bs cn~222|bs .*n Anchors n Fpw=460�1V|u F(uo)= 1150.5 |ba Oerturning Moment: M =Fp(1/2)h= 3739)b-ft Couple Force: TKC=M�=14OO.4|be RnoieUngVYt �(1/2)wt= 825.50 |bu Coup�Fomo� Resisting Net Uplift Per Side: Anchom 1368|bs [Tab *< Controls = 0J9122411 ^=1 Okay Printed on: File Name: P19243AMC CalculatioTemplate — Updated n 08-15-2018 036 PMAI Engineering ENGINEER: JLD DATE: 1011/2019 PAGE:1 CHECKED: DATE: SHEET 1 OF1 New Projection Booth Equipment Seismic Anchorage Per ASCEq0 Component Being Analyzed: Chiller(s) Determine Seismic Design Force, Fn: -- ��a~ Z F� �� - ~ (1+2 � hIr component amplification factor, a = spectral acceleration, short period, 800 = component operating weight, W,= component response modification factor, Rv = component importance factor, /p = height instructure ufcomponent attachment, z= average roof height ofstructure, h = Upper Bound, Eq. 133-2: Lower Bound, Eq. 13.3-3: (Eq13.3-1) 1.0 n"mam�-1/ 0.909 5U8|b 2.5 nuule/n5-11 125 [Section 13.1.3] 17.0ft wvzzele, 48.0h Root sm, K.» = 16S"`IWp = 9845|b ,,. Force with l50vomtrongthFactor: h= Oerturning Moment: Couple Force: t | KeoisdngVVt: ~ / Force At EA Corner: / Net Uplift Per Side: db=0:9 Vuo=F,/4=1O512|bo Tvo=1/2Net Up=13O.30|ba Anchors per Corner: Concrete Deck: (PV=45G|bs ¢n~222|bs *nAnchmo *nAnohom «< Controls Printed on: File Name: P19243AMC Calculation Template _ Updated 08-15-2018 037 Amu PMA Engineering ENGINEER: JLD DATE: 10/21/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 1 OF 3 Design Lateral Bracing for New Riser Framing Per ASCE 7-10 Determine Seismic Design Force, FF: 0.4ap$DsWp Z\ Fp op / + 2) -h I IP (Eq. 13.3-1) Component Amplification Factor, a p = Spectral Acceleration, Short Period,SDS Component Operating Weight, Wp = Component Response Modification Factor, R p = Component Importance Factor, ip Height of Component Attachment in Structure, z = Average Overall Height of Structure, h = Upper Bound, Eq. 13.3-2: Lower Bound, Eq. 13.3-3: Fpu 1.6S0slpWp = Fpu = 0.3SuslpWp = 1.0 0.969 10,0 psf 2.5 1.5 3.5 ft 48.0 ft Trable13.5-iy [Table 13.5-11- [Section 13.1.3J Riser Step Elev Roof Elev 23.26 psf 4.36 psf < Controls Fpu = 2.66 psf Tributary Area to Lateral Brace w/ Braces at 4'-0" O.C. (maximum) = 30.0 sq ft Fpu = (Fpu (psf)) x Tributary Area = 130.8 Ib Fps = 0.7 x Fpu = 91.6 lb Minimum Lateral Force per ASCE 7-10, Table 4-1, Note "k" , w/ Lateral Brace at 4'-0 O.C. (maximum): FPSparauel rPSperpendicutar 24.0 plf x 4.0 ft = 96,0 lb 10.0 plf x 4.0 ft = 40.0 lb sm x 96,0 lb Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/21/2019@4:28 PM Sheet: Framing - Seismic Cat D thru F Pagel of 3 038 PMA Engineering ENGINEER: JLD DATE: 10/21/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 2 OF 3 Design Lateral Bracing for New Riser Framing Per ASCE 7-10 Structural Design of New Riser Framing Lateral Bracing: 41E2.0. RISER :Jr ELEV PER PLAN ELEV PER PLAN PER ARCH ,-- RISER GRAVITY FRAMING PER PREVIOUS CALCULATIONS (TYR) 262S10243 STUDS e4'-O O.C. (MAX) CA DIRECTION FTYP) T O. RISER ELEV PER PLAN / 2' . 6. MAX ROW SPACING o 0 EXISTING RISER STRUCTURE AS OCCURS Typical Riser Framing Section Lateral Bracing Perpendicular to Knee Wall: Use 362S162-43 studs at 4'-0" O.C. (maximum) for Diagonal Perpendicular Bracing: Check weak axis bending of horizontal studs to transfer lateral load into brace studs perpendicular to knee wall: Length of Horiz Brace, L = 4.0 ft Lateral Load per ASCE 7-10, Table 4-1, Note "k", WsLL = 10.00 plf Lateral Load per Seismic Design, MEL = 22.89 plf = ws1,2/8 = 45.79 lb-ft 0.55 k-in Conservatively check top flange of 362S162-43 stud only: Fb= 0.6 x Fy= fb 33 ksi 19.80 ksi 27.68 ksi « Inadequate, see following RISA Output Use (2) #10 TEK Screws to transfer shear from Contrnuous Horiz Stud Member into EA Vertical Studs : = x 2 Screws = 109.0 Ib 218.0 Ib 30.5 Ib per 16" o.c. '<< OK Use (2) #10 TEK Screws to connect Perpendicular Bracing Studs to Vertical Studs at each end: V/D x 2 Screws = 263.0 Ib 526.0 Ib 96.0 Ib Vertical stud to continuous track analysis & connection design: See following, "Knee Wall Connection", calculation... Use Hilt' KWIK HUS-EZ screw anchor(s) w/ 1 5/8" embedment to connect continuous track to existing structure at lateral brace: Controlling Base Structure Material: Concrete: NWt f 'c: 3000 psi (1) 1/4" DIA Hilti KWIK HUS-EZ screw 211.2 Ib anchor w/ 1 5/8" embedment, V/D = « OK 96.0 lb « OK Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/21/2019@4:28 PM Sheet: Framing - Seismic Cat 0 thru F Page2 of 3 039 PMA Engineering Aft, ENGINEER: JLD DATE: 10/21/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 3 OF 3 Design Lateral Bracing for New Riser Framing Per ASCE 7-10 J Lateral Bracing Parallel to Knee Wall: Use 362S162-43 studs at 4'-0" O.C. (maximum) for Parallel Bracing, see previous calculation Connection Summary: Maximum Brace Spacing = #10 TEK Screw, V/0 = 4.0 ft 263.0 Ib FP5mAx 96.0 Ib Use #10 TEK Screws @ 8" O.C. to transfer diaphragm shear into Continuous Horiz Stud Member: #10 TEK Screw @ 8 in o.c. 0- 6 Screws V/0 = 1578.0 Ib > 96.0 Ib « OK Use (2) #10 TEK Screws to transfer shear from Continuous Horiz Stud Member into Vertical Studs: (n) #10 TEK Screws: 2 = 526.0 lb • 96.0 Ib « OK Use (2) #10 TEK Screws to transfer shear from Vertical Studs into Parallel Diagonal Bracing Studs: (n) #10 TEK Screws: 2 V/0 = 526.0 lb • 96.0 lb « OK Use (2) #10 TEK Screws to transfer shear from Parallel Diagonal Bracing Studs into Continuous Track: (n) #10 TEK Screws: 2 V/0 526.0 lb • 96.0 lb « OK Use Hilti KWIK HUS-EZ screw anchor(s) to connect continuous track to existing structure at lateral brace: Controlling Base Structure Material: Concrete: NWt f 'c: 3000 psi (1) 1/4" DIA Hilti KWIK HUS-EZ screw 211.2 Ib anchor w/ 1 5/8" embedment, V/0 = Existing Riser Structure Lateral Analysis: Fou = 2.66 psf 96.0 Ib « OK By observation existing support structure does not require additional analysis per IEBC 2015 Section 807.4, Exception 1, because existing stress in lateral carrying elements does not increase by more than 10% (or decreases). Printed on: File Name: P19243 AMC Calculation Template Updated 08-15-2019 10/21/2019@4:28 PM Sheet: Framing - Seismic Cat D thru F Page3 of 3 040 4w, Envelope Only Solution PMA AMCM SK - AMC Theater - Metal Stud Properties Oct 11, 2019 at 9:17 AM Metal Stud Properties.r3d 041 Beam: M2 Shape: 362S162-43 Material: A570 Gr.33 Length: 4ft I Joint: N3 J Joint: N4 Envelope Code Check: 0.999 (LC 1) Report Based On 97 Sections in .144 at 2 ft in Dy k .187 at 4 ft A k Vy -.187 atOft k-ft My k-ft -.187 at 2 ft k-ft Mz f(y) ksi 9.493 at 2 ft ksi -19.22 at 2 ft fa ksi AISI S100-12: ASD Code Check Max Bending Check 0.999 (LC Ajax Shear Check 0.120 (z) (LC Wax Defl Ratio L/10000 Location 2 ft Location 0 ft Location 0 ft Equation C3.3.1-1 Span NA Gov.0 Equation C3.1.4 R (D6.1.1) Not Used Fy 33 ksi Pn/0 3.641 k Tn/s2 6.719 k Mnyb .187 k-ft Mnzt/ .645 k-ft Vny/0 1.739 k Vnz/s/ 1.554 k Cb 1 y-y z-z Cm .85 .6 A eff. (Fy) .283 inA2 Lb 4ft 4ft A eff. (Fn) .3 inA2 KL/r 78.538 33.216 ly eff. .118 inA4 Sy eff. (L) .2 111'3 L Comp Flange 4 ft Sy eff. (R) .114 inA3 L-torque 4 ft Iz eff. .71 inA4 Sz eff. (T) .392 inA3 Sz eff. (B) .392 inA3 Mechanical Anchoring Systems 042 3-3~6 KWNK H& % Carbon Steel Screw Anchor 3.3.6.1 Product description 0��,2 Material specifications 3.3.6o Technical data 3.3�4 Installation Instructions 3.3�5 Ordering information ICC-ES Code Council!) Cracked and UncmckedConcrete E8R'3O5G Grout -filled concrete masonry City of Los Angeles Reseairch Report No. 25897 , Des Independent code evaluation IBCI&/ IRC62015 3.3.6.1 Product description Hilti KWIKHUS-EZ (KH'EZ)anchors are comprised ofabody with hex washer head. The anchor iomanufactured from Carbon steel and ioheat treated. |thas aminimum O.0OUOinch UBpm) zinc coating inaccordance with DIN ENISO 4D42.The KW|NHUS'E2(KH' EZ)oyutomimavai|ob|einavahetyof lengths with diameters of1/4-,3/B-. 1/2'.5/8'and O/4'|n.The hex head |m larger than the diameter ofthe anchor and |uformed with serrations onthe underside. The anchor body iuformed with threads running most ofthe length ofthe anchor body. The anchor ioinstalled inapnsdriUedhole with apowered impact wrench or torque wrench. The anchor threads cut into the concrete onthe sides ofthe hole and interlock with the base material during installation. Applicable base materials include normal -weight concrete, structural lightweight concrete, lightweight concrete over metal deck, and grout -filled concrete masonry. Guide specifications Screw anchors shall be NWINHUS-EImnsupplied by Hilti.Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated tnaminimum thickness uf8pm. Anchor head shall display name of manufacturer, product name, diameter and length. Anchors shall bainstalled using mdrill bit ofsame nominal diameter ooanchor. Product features • Suitable for seismic and nnnoeismic loads. ^ Quick and easy bninstall. ° LengV`and diameter identification clearly stamped onhead facilitates quality control and inspection after installation. ^ Through fixture installation improves productivity and accurate installation. ° Thread design enables quality setting and exceptional load values ihwide variety mfbase material strengths. ° Anchor |nfully removable ~ Anchor size |osame modrill bit size. " Suitable for reduced edge distances and spacing. 3~3~6~2 Material specifications Hi|tiNVV|NHQS'EZanchors are manufactured from carbon steel. The anchors are bright zinc plated to ominimum thickness pf8pnn. 3.3.6.3 Technical data 3~3~6~3~1 ACI 316~14 Chapter 17 design The technical data contained hn this section are HddSimp|ifiadDesign Tab|nn. The load values were developed using the Strength Design parameters and variables ofE8R-3027 and the equations within ACk318'14 Chapter 17.For mdetailed explanation mfthe Hi|dSimplified Design Method, refer tosection 3.1.8.Data tables from ESR'3O27are not contained inthis section, but can befound onvmxmv.ioo' es.org or at www.us.hilti.com. ����1-800-879-8000|�s.hiM.com/���1-800-679-SM/�����1-800-363-4458/wwwAIM.ce/mnchor FastenIng Technical Gulde 2016 Mechanica, Anchor g Systems KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor 3.3.6 Setting information Symbol Units Nominal anchor diameter 1/4 3/8 1/2 5/8 3/4 Nominal bit diameter db„ 1/4 3/8 1/2 5/8 3/4 Minimum nominal embedment h in. 1-5/8 2-1/2 1-5/8 2-1/2 3-1/4 2-1/4 3 4-1/4 3-1/4 5 4 6-1/4 Minimum effective embedment ho in. 1.18 1.92 1.11 1.86 2.50 1.50 2.16 3,22 2.39 3.88 2.92 4.84 Minimum hole depth 11 in. 2 2-7/8 1-7/8 2-3/4 3-1/2 2-5/8 3-3/8 4-5/8 3-5/8 5-3/8 4-4/8 6-5/8 Minimum fixture hole diameter cln in. 3/8 1/2 5/8 3/4 7/8 Anchor Length = h + t e See ordering information Installation torque concrete Tv., ft-lb (Nm) 18 (24) 19 (26) 40 (54) 45 (61) 85 (115) 115 1 (155) Maximum impact wrench torque rating concrete, T,m(''"" ft-lb (Nm) 114 (154) 137 (185) 114 (154) 450 (608) 137 (185) 450 (608) 450 (608) 1 1 450 (608) Installation torque masonry ft-lb (Nm) 21 (28) 22 (30) 34 (46) 38 (52) 70 (95) Maximum Impact wrench torque rating masonry" ft-Ib (Nm) 114 (155) 114 (155) 332 (450) 332 (450) 332 1 (450) 332 (450) Wrench size in. 7/16 9/16 3/4 15/16 1 1-1/8 Is the maximum installation torque that may be applied with a torque wrench. 2 Because of variability in measurement procedures, the published torque of an impact tool may not correlate properly with the above setting torque,s. Over torquing can damage the anchor and/or reduce its holding capacity. 3 For more Information on KWIK HUS-EZ Installed In masonry, see ESR-3056 and section 3.3.6,3.3. Figure 1 - KWIK HUS-EZ specifications HIM, Inc, (US) 1-800-879-8000 ) www.ea.hIlti.com 1 en espanol 1-800-879-5000 Hill) (Canada) Corp, 1-800-363-4458 I www.hlItl.ca 1 Anchor Fastening Technical Guide 2016 299 Mechanical Anchoring Systems 044 3.3,6 KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor Nominal anchor diameter Nominal embed. in. (mm) Tension - rpN, Shear - On l'. = 2,500 psi Ib (kN) f '. = 3,000 psi Ib (kN) f'.= 4,000 psi Ib (kN) f 'c = 6,000 psi Ib (kN) f% = 2,500 psi Ib (08 f '.= 3,000 ps Ib (kN) f ' = 4,000 psi ' lb (kN) f ', = 6,000 psi Ib (kN) 1/4 -5/8 (41) 505 (2.6) 620 (2.8) 675 (3,0) 765 (3.4) , (4.8) 1,180 (5.2) 1,360 (6.0) 1,670 (7.4) 2.1/2 (64) 1,525 (6.8) 1,670 (7.4) 1,930 (8.6) 2,365 (10.5) 2,235 (9.9) 2,450 (10.9) 2,825 (12.6) 3,460 (15.4) 3/8 1-5/8 (41) 910 (4.0) 1,000 (4.4) 1,155 (5.1) 1,415 (6.3) 980 (4.4) 1,075 (4.8) 1,245 (5.5) - 1,520 (6.8) 2-1/2 (64) 1,980 (8.8) 2,165 (9.6) 2,505 (11.1) 3,065 (13.6) 2,130 (9.5) 2,335 (10.4) 2,695 (12.0) 3,300 (14.7) 3-1/4 (83) 3,085 (13,7) 3,375 (15.0) 3,900 (17.3) 4,775 (21.2) 6,640 29. 7,275 32.4 8,400 (37.4) 10,290 (45.8) 1/2 2-1/4 (57) 1,645 (7.3) 1,800 (8.0) 2,080 (9.3) 2,550 (11.3) 1,770 (7.9) 1,940 (8.6) 2,240 (10.0) 2,745 (12.2) 3 (76) 2,785 (12.4) 3,050 (13.6) 3,525 (15.7) 4,315 (19.2) 3,000 (13.3) 3,285 (14.6) 3,795 (16.9) 4,645 c20.7) 4-1/4 (108) 5.070 (22.6) 5,555 (24.7) 6,415 (28.5) 7,855 (34.9) 10,920 (48.6) 11,965 (532) 13,815 (61.5) 16,920 (75.3) 5/8 3-1/4 (83) 3,240 (14.4) 3,550 (15.8) 4,100 (18.2) 5,025 (22.4) 3,490 (15.5) 3,825 (17.0) 4,415 (19.6) 5,410 (24.1) 5 (127) 6,705 (29.8) 7,345 (32.7) 8,485 (37.7) 10,390 (46,2) 14,445 (64.3) 15,825 1 (70.4) 18,270 (81.3) 22,380 (99,6) 3/4 4 (102) 4,380 (19.5) 4,795 (21.3) 5,540 (24.6) 6,785 (30.2) 9,430 (41.9) 10,330 (45,9) 11,930 (53.1) 14,810 (65.0) 6-1/4 (159) 9,345 (41.6) 10,235 (45.5) 11.820 (52.6) 14,475 (64.4) 20,125 (89.5) 22,045 (98,1) 25,455 (113.2) 31,175 (138.7) Table 3 - Hilti KWIK HUS-EZ design strength with concrete/pullout failure in cracked concrete14'5 Nominal anchor diameter Nominal embed in. (mm) Tension - rpN,, Shear - cpVc, f 'n = 2,500 psi - lb (kN) f' = 3,000 psi Ib ON f'.= 4,000 psi Ib (kN) I. = 6,000 psi Ib (kN) f'.= 2,500 psi Ib pcN) f '. = 3,000 psi , Ib (kN) f'.= 4,000 psi Ib (kN) t, = 6,000 psi lb (kN) 1/4 1-5/8 (41) 300 (1.3) 315 (1.4) 345 (1.5) 390 (1.7) 765 (3.4) 835 (3.7) 965 (4.3) 1,180 (5.2) 2-1/2 (64) 760 (3.4) 830 (3-7) 960 (4,3) 1,175 (5.2) 1,585 (7,1) 1,735 (7.7) 2.000 (8.9) 2,450 (10.9) 3/8 1-5/8 (41) 475 (2.1) 520 (2.3) 600 (2.7) 730 (3.2) 695 (3,1) 760 (3.4) I 880 (3.9) 1,080 (4.8) 2-1/2 (64) 1,400 (6.2) 1,535 (6.8) 1,775 (7,9) 2,170 (9.7) 1,510 (6.7) 1,655 (7.4) 1,910 (8.5) 2,340 (10,4) 3-1/4 (83) 2,185 (9,7) 2,390 (10.6) 2,765 (12.3) 3,385 (15.1) 4,705 (20.9) 5,155 (22,9) 5,950 (26.5) 7,285 (32.4) 1/2 2-1/4 (57) 1.035 (4.6) 1,135 (5.0) 1,310 (5.8) 1,605 (7.1) 1,115 (5,0) 1,220 (5_4) 1,410 (6.3) 1,725 (7.7) 3 (76) 1,755 (7.8) 1,920 (8.5) 2,220 (9.9) 2,715 (12.1) 1,890 (8,4) 2,070 (9.2) 2,390 (10.6) 2,925 (13.0) 4-1/4 (108) 3,190 (14.2) 3,495 (15.5) 4,040 (18.0) 4,945 (22.0) 6,675 (30.6) 7,530 (33,5) 8,695 (38.7) 10,650 (47.4) 5/8 3-1/4 (83) 2,040 (9.1) 2235 (9.9) 2,580 (11.5) 3,165 (14.1) 2,200 (9.8) 2,410 (10.7) 2,780 (12.4) 3,405 (15.1) 5 (127) 4,225 (18.8) 4,625 (20,6) 5,340 (23.8) 6,540 (29.1) 9,095 (40,5) 9,965 (44.3) 11,505 (51.2) 14,090 (62.7) 3/4 4 (102) 2,755 (12.3) 3,020 (13.4) 3,485 (15.5) 4,270 (19,0) 5,940 (26,4) 6,505 (28.9) 7,510 (33.4) 9,200 (40.9) 6-1/4 (159) 5,885 (26.2) 6,445 (28.7) 7,440 (33.1) 9,115 (40.5) 12,870 (56.4) 13,880 (61,7) 16,030 (71.3) 19,630 (87.3) 1 See section 3.1.8.6 to convert design strength value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors In table 6 to 15 as necessary. Compare to the steel values In table 4. The lesser of the values is to be used for the design 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Ao as follows: for sand -lightweight, = 0.68; for all -lightweight, = 0,60 5 Tabular values are for static loads only. Seismic design Is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values In tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.60 Al) other sizes- 0.75 No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications, 300 NM, Inc, (US) 1-800-879-8000 1 www.us.hlttl,com I en espanol 1-800-879-5000 1 Hilt (Canada) Corp, 1-1300-363-4458 1 www.hlltt.ca I Anchor Fastening Technir,a1Gulde 2016 Mechanicril Mcrr:.v, Systems' KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor 3.3.6 Table 4 - Steel design strength for Hilti KWIK HUS-EZ anchors1'2 Nominal anchor diameter Nominal embedment in. (mm) Tensile 4,N2 Ib (kN) Shear 4,V Ib (1N) Seismic shear 0/....: Ib (kN) 1/4 1-5/8 (41) 2-1/2 (64) 3,945 (17.5) 9 0 (4.1) 835 (3.7) 3/8 1-5/8 (41) 5,980 (26.6) 2,200 (9.8) 2,200 (9.8) 2-1/2 (64) 3-1/4 (83) 6,720 (29.9) 3,110 3) 1,865 (8.3) 1/2 2-1/4 (57) 3 (76) 4-1/4 (108) 11,780 (52.4) 5,545. (24.7), 3,330 (14.8) 5/8 3-1/4 () 5 (127) 15,735 (70.0) 6,735 (30.0) 4,040 (18.0) 3/4 4 (102) 6-1/4 (159) 20,810 (92.6) 9,995 (44.5) 6,935 (30.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 KWIK HUS-EZ anchors are to be considered brittle steel elements. 3 Tensile ON., = cpA..Nfar, as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with rIN. < 00.60 as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4A0,eq < 0.60 A.„, f,,,a as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 2 Anchors not permitted In shaded area Case 2 Case 1 Edge Table 5 - KWIK HUS-EZ specifications For a specific edge distance, the permitted spacing is calculated as follows: (Si Smln 2 S SmIn 2 rn4n,2) C Setting information Symbol Units Nominal anchor diameter 1/4 3/8 1/2 5/8 3/4 Effective minimum embedment h in, 1.18 1.92 1.11 1.86 2.50 1.50 2.16 3.22 2.39 3.88 2.92 4.84 Minimum member thickness 11,, in. 3-1/4 4.125 3-1/4 4 4-7/8 4-1/2 43J4 6-3/4 5 - 6 8-1/8 Case 1 c in. 1.50 1.75 for sr,im, 2 in. 3 4 Case 2 c rrin,2 in. 2 2.78 2.63 2.92 3.75 2.75 3.75 5.25 3.63 5.81 4.41 7.28 fors,- in. 1.50 2.25 3 1 Linear Interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear Interpolation for a specific edge .distance c, where cr, < c <c, will determine the permissible spacings. HMI, Inc. (US) 1-800-879-8000 1 vnvw.us.hlttl.com 1 en espanoi 1-800-879-5000 1 HMI (Canada) Corp. 1.600.363-4458 I www.hIltl.ce I Anchor FasteningTechnIcal Guido 2016 301 Mechanical Anchoring Systems 046 3.3.6 KW1K HUS-EZ (KH-EZ) Carbon Steel Screw Anchor Table 6 - Load adjustment factors for 1/4-in. diameter KW1K HUS-EZ in uncracked concretelA 1/4-in. KH-EZ uncracked concrete Spacing factor in tension f„ Edge distance factor in tension f AN Spacing factor in shear3 fAv Edge distance in shear Conc. thickness factor in shear' f Hy J. toward edge fp, II to edge fey in. Embedment hn°m (mm) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1p (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) o --E. cp E.) ..F.: • 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a nia 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.88 n a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 7 - Load adjustment factors for 1/4-in. dia K HUS-EZ in cracked concrete1.2 1/4-in. KH-EZ cracked concrete Spacing factor in tension f, Edge distance factor in tension f, Spacing factor in shear 4 f AV Edge distance in shear Conc. thickness factor in shear' fu, 1. toward edge /AV II to edge f r,„ Embedt hIn, menn,.(mm) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) 1-5/8 (41) 2-1/2 (64) Spacing (s)/edge distance (c)/concrete thickness (h) - in. (in m) 1-1/2 (38) 0,71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 ni_a_ 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 4-1 114 0.89 0.77 0.68 1.00 0.85 5 (127) 0.93 0.80 0.70 0,89 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.98 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.90 11 (279) 0.94 12 (305) 0.98 14 (356) 1.00 1 Linear Interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a comer with thin concrete member) the design can become very conservative. To optimize the design, use Hilt' PROFIS Anchor Design software or perforrn anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fAv, assumes an influence of a nearby edge. If no edge exists, then tv= fAN. 4 Concrete thickness reduction factor in shear, f„ assumes an influence of a nearby edge. If no edge exists, then ft,- 1.0, II a reduction factor value Is In a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 302 HIM, Inc, (US) 1-600-879-8000 1 v.a,vw.us.hati.corri 1 en espaltol 1-800-879-5000 1 Hiftl (Canada) Corp. 1-B00-363-4458 1 envw.h1Ni.ce 1 Anchor Fastening Technical Guide 2016 Mechanical Anchoirir.' Systems KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor 3.3.6 3/8-In. KH-E2 uncracked concrete Spacing factor in tension I Edge distance factor In tension Spacing factor In shear- Edge dot Conc. thickness factor In shear' I IN edge Inv II to edge in. Embedment h.,, 1-5/8 (41 2-1/2 -1/4 - /8 (4 2- 3-1/4 - 4 2-1 3-1/4 -5 (4 2-1 -1/4 • (4 2- -1/4 - 4 2-1 - /4 ) oge .2- E h . .t9 te6 "g 2 ›. '6 en - 8 a n a n a 0.58 0. 0.57 n n 0,49 0.2 0.0 0 0.50 0.17 n - rt/a n/a 0.76 0.75 0.66 n/a 0.75 0.38 0.13 0.76 0.75 0. 6 n/a Mt • /4 (5 . O. 0 0, O. 6 . . O. 5 . 0 . O. 0 0.4 O. 6 . . O. /a /a n/ 1.0 n. a n 3-- 0.95 0.74 0.65 0.58 0.89 O. 0.61 0, nl n/a 4 (102) O. 0,77 1 00 . 0.7 0.6 0.59 .00 0.37 .74 1. 0.84 n/a 4) 0.44 0.88 O. 9 .9 . 0, 5 2 0.9 0.83 0. 4 0.7 0 0.2 0.94 O.66 (152) 1.si 0.90 O.• 0.7 0.63 0.68 1.00 0.72 7 (178) 097 0. 8 0.8 0.65 0.86 0.78 8 (203) 1.00 . 0 0.8 0,67 1.00 0.83 . O. . 0 4 (356) 0.80 16 (406) 0.84 18 (457) 0.89 20 (508) 0-93 24 (610) 1.00 Table 9 - Load adjustment factors for 3/8-in. diameter KWIK HUS-EZ in cracked concrete2 3/8-in. KH-EZ Cracked concrete Spacing factor in tension I.„ Edge distance factor in tension IA, Spacing factor In shear' IIN Edge distance in :tear Conc. thickness factor in shear' f„, 1 toward edge frO II to edge f, Embedment hin. .., (rnm) 1-5/8 (41) 2-1/2 (64) 3-1/4 (83) 1-5/6 (41) 2-1/2 (64) 3-1/4 1-5/8 (41) 2-1/2 (64) 3-1/4 (83) 1-5/8 (41) 2-1/2 (64) 2-1/2 (64) 3-1/4 (83) 1-5 (41) 2-1/2 (64) 3-1/4 (83) es E C3 . C Z.'6 & re) *0 4 1-1/2 (38) n/a n/a n/a 0.92 0-66 0.57 n/a n/a n/e 0.49 0,250.09 0.92 0.500.17 n 2 (51) n/a n/a n/a 1.00 0,79 0.66 n/a n/a n/a 0.76 0.39 0.13 . 0.77 0.26 n/a n/a n/a 2-1/4 (57) 0.84 0.70 0,65 1,00 0.85 0.70 0.68 0.60 0.55 0.90 0.46 0.16 1.0 0.85 0.31 n/a n/a n/a 2-1/2 (64) 0.88 0.72 0.67 1.00 0.92 0.75 0,67 0.61 0.55 1.00 0,54 0.18 1.O� 0.92 0.37 n a n/a ole 3 (76) 0.95 0.77 0.70 1.00 1.00 0.85 0.71 0.63 0.56 1.00 0.71 0.24 1.00E 1.00 0.48 n n/a 3-1/4 (83) 0.99 0.79 0.72 0.90 0,73 0.64 0.57 0.80 0.27 0.55 0.95 n/a 3-1/2 (89) 1.00 0,81 0.73 0.95 0.74 0.65 0.58 0.90 0.31 O. 1 0.98 0.84 III 0.89 n/a n/a n/a 4 (102) 0.86 0,77 1.00 0.78 0.68 0.59 1.000.37 0.75 1.00 4-1/2 (114) 0.90 0.60 0.81 0,70 0.60 0,44 0.89 4-3/4 (121) 0.93 0.82 0.83 0.71 0.60 0.48 0.97 0.92 0,64 5 (127) 0.95 0.83 0.85 0.72 0.61 0.52 1.00 0.94 0.66 (152) 1.00 0.90 0.92 0.77 0.63 0.69 1.00 0.72 7 (178) 0.97 0.98 0.81 0.65 0.86 0.78 8 (203) 1.00 1.00 0.85 0,67 1.00 0.83 9 (229) 0.90 0.69 0.88 10 (254) 0.940,72 0.93 11 (279) 0.990.74 0.97 12 (305) 1.00 0.76 1.00 14 (356) 0.80 16 (406) 0.85 18 (457) 0.89 20 (508) 0.93 24 (610) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattem in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilt) PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction In shear, f assumes an Influence of a nearby edge. If no edge exists, then fAv= jAe4. 4 Concrete thickness reduction factor in shear, fErv, assumes an influence of a nearby edge. If no edge exists, then f 1.0, If a reduction factor value is In a shaded cell. this Indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check table 5 and figure 2 of this section to calculate perrnissable edge distance, spacing and concrete thickness combinations. HMI, Inc. (US) 1-800-879-8000 I www.us.hlttl.com 1 en espanol 1-800.879.5000 1 Hill) (Canada) Corp. 1 -800.363-4458 1 www hlitl.ca 1 Anchor Fastening Technic& Guide 2016 .303 Anchoring Systems 048 6 KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor Figure 3 - Installation of KWIK HUS-EZ (KH-EZ) in soffit of concrete over steel deck floor and roof assemblies' Min. 1' Min, 3,000 psi sand -lightweight or normal -weight concrete Minimum 20 gruge steel deck 1 Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is satisfied, Anchors in the lower flute may be installed with a maximum 1-Inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with tower flute widths greater than those shown providers the minimum lower flute edge distance is also satisfied. Figure 4 - Installation of KWIK HUS-EZ on the top of sand -lightweight concrete over metal floor and roof assemblies 308 Hllti, Inc. (US) 1-800-879-8000 I www.ue.hittl.com I en espaAol 1-800-879-5000 I Hllti (Canada) Corp. 1-800-363.445E I www.hltti.ce I Anchor Fastening Ted -mica! Guide 2016 Mechanical Anchorti4 System KWIK HUS-EZ (KH-EZ) Carbon Steel Screw Anchor 3.3.6 Nominal anchor diameter Nominal embed. depth in. (mm) Tension - ciAn Shear - (pVn f'= 3,000 psi (20.7 MPa) Ib (kN) f',.= 4,000 psi (27.6 MPa) lb (kN) f'r= 3,000 psi (20.7 MPa) Ib (kN) f'c= 4,000 psi (27.6 MPa) Ib (kN) 1/4 1-5/8 (41) 620 (2.8) 675 (3.0) 1,180 (5.2) 1,360 (6.0) 3/8 1.5/8 (41) 1,000 (4.4) 1,155 (5.1) 1,075 (4.8) 1,245 (5.5) Table 19 - Hitti KWIK HUS-EZ in the top of cracked concrete over metal deck'3•44 Nominal anchor diameter Nominal embed. depth in. (mm) Tension - ONn Shear - OVn Pc= 3,000 psi (20.7 MPa) Ib (kN) tc- 4,000 psi (27.6 MPa) Ib (kN) tc= 3,000 psi (20.7 MPa) Ib (kN) fit= 4,000 psi (27.6 MPa) Ib (kN) 1-5/8 315 345 835 965 1/4 (41) (1.4) (1.5) PM (4.3) 1-5/8 520 600 760 880 3/8 (41) (2.3) (2.7) (3.4) (3.9) 1 See section 3.1.8.6 to convert design streng h value to ASO value. 2 Linear Interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors In tables 20 and 21 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only, For lightweight concrete multiply design strength by ha as follows: for sand -lightweight, A. = 0.68; for all -lightweight, A. 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-Inch diameter - 0.60 3/8-inch diameter- 0.75. No reduction needed for seismic shear. See section 3.1,8.7 for additional inforrnation on seismic applications. Nita, inc. (US) 1-800-879-8000 1 www.tuchltti.com I en espanol 1-800-679-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hitt).ce 1 Anchor Fastening Technical Guide 2016 309 Mechanical Anchoring Systems 050 3.3.6 KW1K HUS-EZ (KH EZ) Carbon Steel Screw Anchor 1/4-in. and 3/8-in. KH-EZ uncracked concrete over metal deck Spacing factor In tension f AN Edge distance factor in tension /RN Spacing factor in shear3 f AV Edge distance In shear Conc. thickness factor in shear' i -,,, _L toward edge f ,„, II to f edge ,, Anchor in. diameter d, (mm) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6,4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) Nominal ifl• embed. h (mm) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) Spacing (s)/edge distance (c)ftoncrete thickness (h) - in, (mm) 1-3/4 (44) n/a n/a 0.44 0.58 n/a n/a 0.44 0.58 0.44 0.58 n/a n/a 2 (51) n/a n/a 0.50 0.67 n/a n/a 0.50 0.67 0.50 0.67 n/a n/a 2-1/2 (64) n/a n/a 0.63 0.83 n/a n/a 0.63 0.83 0.63 0.83 0.78 0,83 3 (76) 0.92 0.95 0.75 1.00 0.68 0.71 0.75 1.00 0.75 1.00 0.85 0.91 3-1/4 (83) 0.96 0.99 0.81 0.70 0.72 0.81 0.81 3-1/2 (89) 0.99 1.00 0.88 0.71 0.74 0.88 0.88 4 (102) 1.00 1.00 0.74 0.78 1.00 1.00 4.1/2 (114) 0.77 0.81 5 (127) 0.80 5-1/2 (140 0.83 0.88 6 (152) 0.86 0.91 6-1/2 (165) 0.89 0.95 7 (178) 0.92 0.98 7-1/2 (191) 0.95 1.00 8 (203) 0.98 9 (229) 1.00 Table 21 - Load adjustment factors for KWIK HUS-EZ in the top of cracked concrete over metal deck2 1/4-in, and 3/8-in. KH-EZ uncracked concrete over metal deck Spacing factor in tension f Ary Edge distance factor in tension f FIN Spacing factor In shear' f Av Edge distance in shear Conc. thickness factor in shear' 1 toward edge II to edge Anchor in. diameter d„ (mm) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 (9.5) 1/4 (6.4) 3/8 1 (9.5) Nominal in. embed. h,., (mm) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) 1-5/8 (41) Spacing (s)/edge distance (cycoricrete thickness (h) - in. (mm) 1-3/4 (44) n/a n/a 0.99 1.00 n/a n/a 0.51 0.62 0.99 1.00 n/a n/a 2 (51) n/a n/a 1.00 n/a n/a 0.62 0.76 1.00 n/a n/a 2-1/2 (64) nia n/a n/a n/a 0.87 1.00 0.78 0.83 3 (76) 0.92 0.95 0.68 0,71 1.00 0.85 0.91 3-1/4 0.96 0.99 0.70 0.71 0.73 0.74 3-1/2 (89) 0.99 1.00 4 (102) 1.00 0.74 0.78 4.1/2 (114) 0.77 0,81 (127) 0.80 0.85 , 5-1/2 (140) 0.83 0,88 6 (152) 0.86 0.92 6-1/2 (165) 0.89 0.95 7 (178) 0.92 0.98 7-1/2 (191) 0.95 1.00 8 (203) 0.98 9 (229) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattem In a comer with thin concrete member) the design can become very conservative. To optimize the design, use HIM PROFIS Anchor Design software or perform anchor calculation using design equations frorn ACI 318-14 Chapter 17. 3 Spacing factor reduction In shear, f;, assumes an influence of a nearby edge. If no edge exists, then in f AN. 4 Concrete thickness reduction factor in shear, f, assumes an Influence of a nearby edge. If no edge exists, then f 1.0. - For concrete thickness greater than or equal to 3-1/4-inches, the anchor can be designed using either table 2 or table 3 of this section. 310 Hiiti. Inc. (US) 1-800-879-8000 1 tww.us.hliti.com 1 en espenol 1-800-879-5000 1 Hilt' (Canada) Corp. 1-800-363-4458 1 www.hlltl,ca I Anchor Fastening Technical Guide 2016 051 PMA Engineering ENGINEER: JLD DATE: 10/9/2019 CHECKED: DATE: PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 1 OF 3 Design Knee Wall at Front of Riser Framin Ps 1.83 ft 2.82 ft 0.99 ft Live Load (Handrail Systems): Per ASCE 7-10 Table 4-1 Concentrated Load = 200.0 Ib Lineal Load = 50.0 pif x 4.0 ft = 200.0 Ib Use 362S162-43 Metal Studs at 16" O.C. (minimum): MsmAx@ R2 = Psa = 0.366 k-ft 4.39 k-in M/0 = 7.34 k-in > 4.39 k-in << OK Reactions at R1 and R2: R1 = = 369.7 lb R2 = PSIL + a) = 569.7 lb Use (3) #10 TEK Screws to connect Perpendicular Bracing Studs to Vertical Studs: V/0 = 263.0 Ib x 3 Screws = 789.0 Ib 569.7 lb << OK ** OKAY for all non -cantilever wall conditions and/or conditions with backspan more than 11-7/8" ** **Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/9/2019@3:32 PM Sheet: Knee Wall Design (Typical) Page 1 of 3 052 . . ������ � o x�xx » �M |Fl����r|yl y ENGINEER JLD DATE: 10/90019 CHECKED: DATE: PAGE: 1 SHEET: 2 OF 3 Design Knee Wall atFront ofRiser Framing ([ypkca|) 0 1.625in 8t Use 3G2T15O-33Track (ninimun): F.= 33ksi Track thickness, 1= 0.0346|n Effective width oftrack flange, bo= Stud flange +1(t= 2.18in Apply 1/2R,reaction toeach track flange adU.O76"above floor elevation. Apply 1/2 R, reaction to (2) vertical studs (Stud spacing at 16" O.C. maximurn). F,= 1/2x 1/2xR, = 93.4 |b M,= Fox8.075 in = 6.93 lb -in = 0.007 k-in f� = ^'^9~ = 15.95 hs| <<OK ^~ /�Y Note: 200.0 lb concentrated force resulting from Live Load (Handrail Systems) controls brace connection over seismic load. "Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/9/2019@3:32 PM Sheet: Knee Wall Design (Typiva|) Paige 2cf3 053 . U�AA �� En|neeri yl ENGINEER JLD DATE: 109/2019 CHECKED: DATE: PAGE:1 SHEET: 3 OF 3 Design Knee Wall at Front of Riser Framing (Typical) Use (1) Hilti X-11.11 Fastener @ 12" O.C. to connect continuous track to existing structure: Controlling Base Structure Material: Concrete: N@t f'c: 3000pai Hilti X-U Faobener,VYC>= 207.5|b R/reaction distributes to/2\Hi|dX-UFasteners: 2)Check 3G2T16Q-33track hospan between fasteners, 12"O.C.(maxmu M� =9// = 1100.1 lb -in = 1.100k'in yW82= 3.56k-in > 1.11k'|n << OK Check 3G2T150-33track bzspan 4'-8"between brace studs (Strong Axis): M. �=P//4 i = 2480.0|b'in = 2.400k'in M/O= 3.66k'in » 2.4$k4n <<0K Check 362S1G2-43brace stud axial capacity: R2= 5G87|b vertical slope 0.09ft span = 5.00ft F,= 569.7 |b F. = 112.8 |b Member Axial Force, P,= 580.8 |b Use 362S162-43 Metal Studs ��0"{lC.(maximum): **Metal Stud & TEK Screw Capacities From SSMA Product Technical Guide (ESR 3064) U 8 Printed on: File Name: P18243AMC Calculation Temp|ute_1Jpdakxj08'15-2810 Connectors for Cold -Formed -Steel Construction S� rPSO 2017 ©2017 SIMPSON STRONG TIE COMPANY INC MTSM/HTSM Twist Straps The MTSM and HTSM offer high -strength truss -to - masonry connections. Material: See table. Finish: Galvanized. Some products available in stainless steel and ZMAX8; see Corrosion Information, pp. 18-21. Installation: • Use all specified fasteners; see General Notes. • May be attached to either side of a grouted block wall. A minimum of one #5 horizontal rebar shall be installed in the top course of this wall. Codes: See p. 11 for Code Reference Key Chart MTSM16 MTSM20 HTSM16 StrongTi HTSM20 Model No. Connector Material Thickness mil (ga.) L (in.) Fasteners6 Allowable Load 33 mil (20 ga.) (Ib.) Code Ref. Rafter/Stud/Joist Thickness CMUS Concrete' 33 mil (20 ga.) 43 mil (18 ga.) 54 mil (16 ga.) MTSM16 54 (16) 16 (5) #10 (4) #10 (3) #10 (4)1/4" x 21/4" Titen 2 (4) 1/4" x 11/4' Titen 2 860 170 MTSM20 20 (5) #10 (4) #10 (3) #10 (4) 1/4" x 21/4" Titen 2 (4) 1/4'' x 11/4" Titen 2 860 HTSM16 68 (14) 16 (7) #10 (5) #10 (3) #10 (4)1/4" x 21/4" Titan 2 (4) 1/4" x 11/4" Titen 2 1,175 HTSM20 20 (7) #10 (5) #10 (3) #10 (4) 1/4" x 21/4" Titen 2 (4)1/4" x 11/4" Titen 2 1,175 1. All straps have additional fastener holes. 2. Twist straps do not have to be wrapped over the truss to achieve the load. 3. Minimum edge distance in concrete block for Titen® 2 screws is 1 1/2". 4. Straps can be installed on the inside face of the wall. 5. Min. f'm = 1,500 psi and fc = 2,500 psi. 6. See pp. 138 through 171 for more information on Simpson Strong Tie fasteners. Titen® 2 hex -head screws Typical MTSM20 Installation Moisture harrier not shown #5 rebar in. Roof, Truss and Rafter Connectors, Ties and Straps 265 055 Selected 12" o.c. PMA Engineering N ei ',1 v `'' I • I Studs @ 12" o.c,, M =1200 in-Ib, V 2001b, T 3M1d_clip = 1029 Ib Stiffclip: CL362 - 68 117 115. 117 110112' 114' Studs @ 16" o.c,, M = 1650 in -lb, V = 2001b, T = 3M/d_clip = 1413 Ib Stiffclip: CL362 - 118 (H) P19246 Cantilever Kneewall 2'-0" Cantilever Knee Wall SK - 1 48 Oct 21, 2019 at 8:48 AM P19246 Cantilever Kneewall 10-18-19.r3d COMP. Y PMA Enjne11009 IISANumber : Canabver Kneewal Oct 18, 2019 Gampany PMA Engineering Ost le, 2019 11:1146 Designer ; 11:11819 00o9oo659 IIIRI5P1Job Number P19246 056 Checked BY- 101*01 Model Name : Cantikver Kneewell (Global) Model Settings Display Sections for Mern5er Calcs 5 Max 18e0114IS,1,.slorMernberCa1cs 97 glikde Shear Deformation? Yes ase Nailing Co'pacily for Wi ? Yes de Warping Ves ins Load Eittwn Intersecting Wood off? Yes Area Load Mesh (15112) 144 Merge Tolerance (In) .12 lit-Deka Analysis Tolsrance 0.5510 Include P-Delta for Wel Ves Automatically Iterele Stiffness or a Yes Max %5.a6oes for Wall Stiffness Gr9511y A0001010100n (ft/sec02) 32.2 Wa8MeshSize (in) 24 Eigensolution Conver e To (1.E-) 4 Vertical Axis r Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Sober Accelerated Solver Hot Roled Steel Code Adjust Stiffness? RISAConnection Code Cold Formod SleelG41e AISC 14th(_360-10), ASD Yes(Iterative) AISC 14th(360-10): ASD AISI S1 0-12: ASO AWC NDS-12: ASD Ver C4cintet:CW" Masonry Code Aluminum Code Stainless Steel Code Misst Sttifness? < 100F ACI 318-11 ACI 530-11: ASD AA ADM 1-10:ASD - Building AISC14th(360•10):ASD Yes(Perative) Numbar of Shear Regi000s Region Spacing Increment (in 4 Biaxial Column Method Exact Integration Porme Beta Factor. (III CA) .65 Ccrtcrele Stress Week Reclanciubr Use Cracked Sec -bona? Ves Use Cracked Sections Sbb? No Bad Framing Warni-gt s? No Unused Force Warnings? Yes Min 1 Bar Diem. Spacing? No Cali:trete Reber Sot REBAR_SET KIST-MA61 Mtn % Steel for Column Max 56 Steel for Column RISA-30 Version 17.0.4 [Mil...)...1...1Calcs1P19246 Cantilever Kneemsl.r3d] Page 1 ernpany PMA Ensineering IIIRIS f'C.Designer : Job Number 819246 Cantilever Knee." Oct 16. 2019 1111 AM Checked Joint Coordinates and Temperatures (Continued) Label X Z Temp Detach F ern Dia .. 14 N14 7.999 0 0 0 19 N15 9.333 2 0 0 16 N16 9.333 0 0 0 17 N17 10.666 2 0 0 8 NIS 1 . 6 0 0 N1919 11. 9 0 0 20 N20 . 0 21 22 N21 1 . 0 0 N22 53.333 0 0 0 23 N23 14-666 - 2 24 N24 14.666 0 0 25 N25 15.999 2 0 0 26 N26 15,999 0 0 0 N27 17.333 2 0 0 N28 17.333 0 0 0 29 N 18.666 2 0 0 30 N30 8. 6 0 0 0 31 N31 19 9 2 0 0 32 N32 16,999 0 0 0 33 N33 21 2 0 7-4 35 N 21.333 22,665 2 0 0 N35 0 0 EMI 17 I 38 N36 22666 0 0 0 1437 23.999 2 0 0 N38 23.999 0 0 0 35 N39 25333 2 0 0 40 1440 25,333 0 0 0 41 941 26.666 2 0 0 42 N42 25.668 0 0 N43 27899 2 0 0 44 N44 27.999 0 0 0 45 1445 29.323 2 0 0 46 4 1446 2 . 0 12 0 48 Ni : 42 12 0 .19 50 N4 10 0 0 1 12 0 0 51 1451 1 10 0 0 1452 2 12 0 0 1453 2 10 0 0 N54 12 0 0 1455 3 10 0 0 56 N56 12 57 1457 4 10 0 0 58 N58 5 12 0 0 59 1459 5 10 0 0 60 6 12 0 0 61 62 N61 6 10 0 0 1467 7 12 1() 0 63 N53 7 64 1464 8 12 0 0 65 1465 8 10 0 0 (Global) Model Settings, Continued 8001119 Code ASGE 7-10 eioslio Base Eletion ft Add se taiight? Cl X 0 Yes .02 Cl Z .02 T X (sec T)snc 1401 9011815 NEntered R X 2, Cl ExL_X Ct Exp, Z SDI SOS Si TL. 91-66 Go 1400 Entered rtil Om Z 01991 Cd Z Cd X ho Z Rho X Cold Formed Steel Properties 1 1 12 Label A570 Gr 33 A807 Cl Gr.55 E ftisti 2 95e.7 295ea7 Cold Formed Steel Section Sets Glosti 1 135e*7 1.135e-E7 Nu Therm f /1E5 A Denstty[6993) 3 .3 65 .49 .65 .49 Yletf[pall 33000 55000 5 it fool 52000 70000 CF U1.2 Bea N e A57 tir, . .057 441 Joint Coordinates and Temperatures Lk Matenal Net Rubs A in in4 Lut finat J kntll Label 0010 Z ft TeoplF1 Detach nein DO NI 0 I 2 0 0 2 N2 0 0 0 0 3 N3 1.333 I 2 0 0 N4 1.333 I 0 0 0 5 N5 2.666 2 0 0 6 N6 2.666 L 0 0 - 0 7 N7 3.999 I 2 0 0 N8 3.999 0 0 - 0 9 N9 2 0 5 0 50 N10 5,333 0 0 51 N11 6666 2 0 0 12 N12 6.666 13 N13 7.999 0 RtSA-30 Version 17.0.4 [M:t.. Ics1P I 9246 Cantilever Kneewal.r3i1) Campany : PMA EnOneering Designer Job Nemec, 9I9246 ModelName Centikner Xneettee Page 2 Oct 18, 2019 11:11 AAA Checked Joint Coordinates and Temperatures (Continued) bawl Z Ten,Detach Frem 65 N66 3 9 12 0 0 7 N67 9 10 0 0 68 N68 10 12 0 69 N69 10 10 0 70 N70110 12 71 N2 11 10 0 72 N72 12 12 0 73 N73N 12 12 74 24 13 0 75 N75 13 10 0 0 76 1476 14 12 0 77 N77 14 10 0 78 N78 15 12 0 0 79 N79 15 10 0 0 881- N80 16 12 13 0 61 N81 16 10 0 0 82 N82 17 12 0 0 83 N83 17 10 0 64 N84 18 12 85 N85 18 10 0 86 N86 19 12 87 N 7 19 '10 0 86 N58 20 12 0 85 N89 20 10 0 50 N90 21 12 0 - 0 91 N91 21 10 0 0 92 N92 22 12 03 N93 22 10 4 N54 23 12 0 0 95 1495 23 10 0 0 98 1496 24 12 97 N97 24 10 0 0 98 1-1-98 25 12 0 0 99 N99 75 10 0 165 N100 26 12 101 N101 26 10 0 102 N102 27 12 103 N103 27 104 N104 28 12 0 0 105 N105 28 10 0 0 105 N106 29 12 0 107 N107 29 10 100 N108 42 10 0 0 109 14105 30. 110 N110 359663 0 0 0 111 N111 31,9955 2 0 0 11 113 N111 . 0 N$13 .3329 2 0 114 14114 33.3329 0 0 115 9115 34.5662 2 0 0 116 N116 346662 0 0 - 117 9117 35,9995 2 0 R A-3D Version 17.0.4 [Mit...1...)...1Calcs1P19246 Cantilever Kneeval.r3d) Page 3 RLSA-20 Version 17.0.4 Coles P19246 Cantilever Krieemil.r3d) Page 4 IlIRI+r ' Jobruar K �v\\/ ab Number P19248 __,,_ r Model Ns me : Canli6ver Kneenel Germany PMA 1..ngineen Oct 18, 2019 11:11 AM Checked By.--_ IIIRISA Jth a Job Nunther : P19246 .,_de:.,.... Model Name : Can tiPeer Kneeval Company PMA Engineering Oct 18, 2019 11:11 AM 057 Checked 13y.__ .Joint Coordinates and Temperatures (Continued) 118 to col N118 A 6r1 35.9995 1 1n1 0 . [III 0 lamp It1 0,,,,,,,,,_,„, Ileum Irom L1a... N119 37,3326 2 .... .... 0 0 N120 37.3328 0 0 0 N121 38.6661 2 0 0 N122 38.6661 0 0 0 123 N123 39.9994 2 0 0 124 N124 39.9994 0 0 0 125 N125 41.3327 2 0 0 126 N126 41,3327 0 0 0 127 N127 30 12 0 0 128 N128 30 10 0 0 129 N129 31 12 0 0 130 N130 31 10 0 0 131 N131 32 12 0 0 132 N132 32 10 0 0 133 N133 33 12 0 0 134 N 134 33 10 0 0 135 ...... .........._._. N135 .............. 34 12 0 0 136 N136 34 10 0 0 137 N137 35 12 0 0 138 N138 35 10 0 0 139 N139 36 12 0 0 140 N140 36 10 0 0 141 N141 37 12 0 0 142 143 N142 37 10 0 0 N143 38 12 0 0 144 N144 38 10 0 0 145 N145 39 12 0 0 146 N146 39 10 0 0 147 N147 40 12 0 0 148 N148 - 40 10 0 0 149 N149 41 12 0 0 150 N150 41 10 0 0 Joint Boundary Conditions Joni Label Xlklin Y /in Win 1 N2 Reaction Reaction Reaction Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction Reaction Reaction Reaction 3 N6 Reaction Reaction Reaction Reaction Reaction Reaction 4 N8 Reaction Reaction Reaction Reaction Reaction Reaction 5 N10 Reaction Reaction Reaction Reaction Reaction 7 _ N12 Reaction Reaction Reaction Reaction Reaction ,,,Reaction _._ Reaction N14 Reaction Reaction Reaction Reaction Reaction Reaction 8 N16 Reaction Reaction Reaction Reaction Reaction Reaction 9 N18 Reaction Reaction Reaction Reaction Reaction Reaction 10 N20 Reaction Reaction Reaction Reaction Reaction Reaction 11 N22 Reaction Reaction Reaction Reaction Reaction Reaction 12 N24 Reaction Reaction Reaction Reaction Reaction Reaction 13 14 N26 Reaction Reaction Reaction Reaction Reaction Reaction N28 Reaction Reaction Reaction Reaction Reaction Reaction^ R ISA-3D Version 17.0.4 [M:\...\...1..1Cals\P19246 Cantilever Kneewal.r3d] Company : PMA Engineering IIRISA Desf9le Jab Number P79248 Model Na me Centibver Kneevel Page 5 Oct 18.2019 11:11 AM Checked By_ Joint Boundary Conditions (Continued) Jdnl Y jknn 671 N134 1 Reaction 1 Reaction 21k412 Reaction X Rd.Ik-Mee Y Rot.fefered] 212a.1k-Nrntll Reaction Reaction 1 Reaction 68 N136 Reaction Reaction Reaction Reaction Reaction Reaction 69 N138 Reaction Reaction Reaction Reaction Reaction Reaction 70 N140 Reaction Reaction Reaction Reaction Reaction Reaction 71 N142 Reaction Reaction Reaction Reaction Reaction Reaction 72 N144 Reaction Reaction Reaction Reaction Reaction Reaction 73 N146 Reaction Reaction Reaction Reaction Reaction Reaction 74 N148 Reaction Reaction Reaction Reaction Reaction Reaction 75 N150 Reaction Reaction Reaction Reaction Reaction Reaction 76 77 N90 Reardon N88 78 N92 79 N94 80 N125 81 N48 82 N147 83 N149 84 m N Member Primary Data Reaction Label (Joint JJdnt KJcia Rotateesl Section/she TYae Des list Matdal Deal on Rules 1 M1 N1 N125 90 3627150.33 Beam None A570 Gr... Typical 2 M2 N2 N1 90 3629162.43 Co6mn None A570 Gr... Typical 3 M3 N4 N3 90 362916243 Odom None AS70 Gr... Typical 4 M4 N6 N5 90 364916243 Colgan None A570 Gr.,, Typical 5 M5 N8 N7 90 352516243 Co6rrm None A570 Gr... Typical 6 M6 N10 N9 90 362916243 Cohan None A570 Gr... Typical 7 M7 N12 N11 90 362516243 Co6mn None A570 Gr... Typical 8 M8 N14 N13 90 35251E243 Colima None A570 Gr... Typical 9 M9 N16 N15 90 362916243 Co6mn None A570 Gr... Typical 10 M10 N18 N17 90 362916243 Colima None A570 Gr... Typical 11 12 M11 N20 . N19 N21 90 362916,2.43 362S1 6243 Co6mn None None A570 Gr.., A EraGr... Typical .._._. _....._ TYWCaI _ _LA _Mi?. N22 90 Colima 13 Mi3 N24 N23 90 362516243 Colima None A570 Gr... Typical 14 M14 N26 N25 90 362516243 Co6mn None A570 Gr... TYPral 15 M15 N28 N27 90 362516243 Co6mn None A570 Gr... Typical 16 M16 N30 N29 90 362916243 Coterie None A570 Gr... Typical M17 N32 N31 90 362516243 Colemn None A570 Gr... Typical M18 N34 N33 90 362016243 Colima None A570 Gr... Typical M19 N36 N35 90 362016243 Colima None A570 Gr... Typical 21 M M20 N38 N37 90 36291E243 Caere __._.. None None A570 Gr... A570 Gn.. Typical M21 N40 N39 90 362516243 Colima Typical 22 M22 N42 N41 90 362516243 eau= None A5700r... Typical 23 M23 N44 N43 90 362916243 Colima None A570 Gr... Typical 24 M24 N46 N45 90 362516243 Cohan None A570 Gr... Typical 25 M25 N47 N48 90 3a2r15m33 Beam None A570 Gr... Typical 26 M26 N49 N47 90 362916243 Colt= None A570 Gr... Typical 27 M27 N51 N50 90 362516243 Cohan None A570 Gr... Typical 28 M28 N53 N52 90 362916243 Gramm None A570 Gr... Typical 29 M29 N55 N54 90 362516243 Ca6m1 Nd1e A570 Gr... TY42451 �...... Join Boundary Conditions (Continued) Joint Label X 1kn11 Y [klnl 2 lk/inl X Reprice/rut Y Roctkfi/m 22 Rot tk-luredl 15 1 N30 1 Reaction Reaction 1 Reaction 1 Reaction I Renotlon Roocson 16 N32 Reaction Reaction Reaction Reaction Reaction Reaction 17 N34 Reaction Reaction Reaction Reaction Reaction Reaction 18 N36 Reaction Reaction Reaction Reaction Reaction Reaction 19 N38 Reaction Reaction Reaction Reaction Reaction Reaction 20 N40 Reaction Reaction Reaction Reaction Reaction Reaction 21 N42 Reaction Reaction Reaction Reaction Reaction Reaction 22 N44 Reaction Reaction Reaction Reaction Reaction Reaction 23 24 N46 Reaction Reaction Reaction Reaction Reaction Reaction N49 Reaction Reaction Reaction Reaction Reaction Reaction 25 N51 Reaction Reaction Reaction Reaction Reaction Reaction 26 N53 Reaction Reaction Reaction Reaction Reaction Reaction 27 N55 Reaction Reaction Reaction Reaction Reaction Reaction 28 N57 Reaction Reaction Reaction Reaction Reaction Reaction 29 N59 Reaction Reaction Reaction Reaction Reaction Reaction 30 N61 Reaction Reaction Reaction Reaction Reaction Reaction 31 N63 Reaction Reaction Reaction Reaction Reaction Reaction 32 N65 Reaction Reaction Reaction Reaction Reaction Reaction 33 N67 Reaction Reaction Reaction Reaction Reaction Reaction 34 N69 Reaction Reaction Reaction Reaction Reaction Reaction 35 N71 Reaction Reaction Reaction Reaction Reaction Reaction 36 N73 Reaction Reaction Reaction Reaction Reaction Reaction 37 N75 Reaction Reaction Reaction Reaction Reaction Reaction 38 N77 Reaction Reaction Reaction Reaction Reaction Reaction 39 N79 Reaction Reaction Reaction Reaction Reaction Reaction 40 N81 Reaction Reaction Reaction Reaction Reaction Reaction 41 N83 Reaction Reaction Reaction Reaction Reaction Reaction 42 N85 Reaction Reaction Reaction Reaction Reaction Reaction 43 N87 Reaction Reaction Reaction Reaction Reaction Reaction 44 N89 Reaction Reaction Reaction Reaction Reaction Reaction 45 N91 Reaction Reaction Reaction Reaction Reaction Reaction 46 N93 Reaction Reaction Reaction Reaction Reaction Reaction 47 N95 Reaction Reaction Reaction Reaction Reaction Reaction 48 N97 Reaction Reaction Reaction Reaction Reaction Reaction 49 N99 Reaction Reaction Reaction Reaction Reaction Reaction 50 N101 Reaction Reaction Reaction Reaction Reaction Reaction 51 N103 Reaction Reaction Reaction Reaction Reaction Reaction 52 N105 Reaction Reaction Reaction Reaction Reaction Reaction 53 N107 Reaction Reaction Reaction Reaction Reaction Reaction 54 N108 Reaction Reaction Reaction Reaction Reaction Reaction 55 N110 Reaction Reaction Reaction Reaction Reaction Reaction 56 N112 Reaction Reaction Reaction Reaction Reaction Reaction 57 N114 Reaction Reaction Reaction Reaction Reaction Reaction 58 N116 Reaction Reaction Reaction Reaction Reaction Reaction 59 N118 Reaction Reaction Reaction Reaction Reaction Reaction 60 N120 Reaction Reaction Reaction Reaction Reaction Reaction 61 N122 Reaction Reaction Reaction Reaction Reaction Reaction 62 N124 Reaction Reaction Reaction Reaction Reaction Reaction 63 N126 Reaction Reaction Reaction Reaction Reaction Reaction 64 N128 Reaction Reaction Reaction Reaction Reaction Reaction 65 _66 NVI_ __Reactan N132 Reaction Reaction Reaction Reaction Reaction , Reaction .,,_„Rea0bon Reaction Reaction Reaction , RISA-3D Version 17.0.4 [M:\...\...\..1Calcs\P19246 Cantilever Kneevrnl.r3d] I�IRISA Oernpany PMA 1924Engineering Designe Jab Number : P19246 Model Name Can liever Kneeuel Page 6 Oct 18. 2019 11 11 AM Checked By__ Member Primary Data (Continued) 30 M30 N57 N56 90 382518243 Go6mn Nene A570 GA... Typical 31 M31 N59 N58 90 362916243 Co6mn None A570 Gr... Typical 32 M32 N61 N60 90 3529162-43 Colima None A570 Gr... Typical 33 M33 N63 N62 90 362516243 Gramm None A570 Gr... Typical 34 M34 N65 N64 90 362516243 Co6mn None A570 Gr... Typical 35 M35 N67 N66 90 3629162-43 Colmn None A570 Gr... Typical 36 M36 N69 N68 90 36291E2.43 Co1mn None A570 Gr... Typical 37 M37 N71 N70 90 362916243 Co1mn None A570 Gr... Typical 38 M38 N73 N72 90 3629162.43 Colima None A570 Gr... Typical 39 M39 N75 N74 90 362516243 Co6mn None A570 Gr... Typical 40 M40 N77 N76 90 3629162.43 Colima None A570 Gr... TYPical 41 M41 N79 N78 90 362916243 Colima None A570 Gr... Typical 42 M42 N81 N80 90 362916243 Coburn None A570 Gr... Typical 43 M43 N83 N82 90 362916243 Co6mn None A570 Gr... Typical 44 M44 N85 N84 90 362916243 Colima None A570 Gr... Typical 45 M45 N87 N86 90 362916243 Co6mn None A570 Gr... Typical 46 M46 N89 N88 90 3625162.43 Coburn None A570 Gr.., Typical 47 M47 N91 N90 90 362916243 Co6mn None A570 Gr... Typical 48 M48 N93 N92 90 362516243 cob= None A570 Gr... Typical 49 M49 N95 N94 90 362516243 Colima None A570 Gr... Typical 50 M50 N97 N96 90 362916243 Cole inn None A570 Gr... Typical 51 M51 N99 N98 90 362516243 Coburn None A570 Gr... Typical 52 M52 N101 N100 90 362516243 Coburn None A570 Gr... Typica 53 M53 N103 N102 90 362316243 CoImn None A570 Gr... Typloa 54 65 56 M54 N105 N104 90 362916243 36251623 Colima None A570 Ge... TYpcy M55 M56 N107 N106 90 Colima None A570 Gn,. Typica N108 N48 90 362516243 Colamn None A570 Gr... T ca 57 M57 N110 N109 90 362516243 Cohan None A570 Gr... Typica 58 M58 N112 N111 90 362916243 Co1mn None A570 Gr... Typica 59 M59 N114 N113 90 362916243 Colima None A570 Gr... Typca 60 M60 N116 N115 90 362516243 Cob= None A570 Gr... Typca 61 M61 N118 N117 90 362916243 Co6mn None A570 Gr... Typica 62 M62 N120 N119 90 362916243 Cohan None A570 Gr... Typica 63 M63_„ N122 N121 90 362516243 Colima None A570 01,,, 64 M64 N124 N123 90 362516243 Colima None A670 GA... Typica 65 M65 N126 N125 90 362916243 Gobnv, None A570 Gr... Typica 66 M66 N128 N127 90 362916243 Co1mn None A570 Gr... Typica 67 M67 N130 N129 90 362916243 Co6rm None A570 Gr... Typea 68 M68 N132 N131 90 362916243 Cohan None A570 Gr... Typical 69 M69 N134 N133 90 382916243 Gamin None A570 Gr... Typical 70 M70 N136 N135 90 36291E243 Colima None A570 Gr... Typical 71 M71 N138 N137 90 362516243 Colima None A570 Gr... TyricaI 72 73 M72 N140 N139 90 362916243 Co6mn None A570 GA. Typical M73 N142 N141 90 3825182.48 Colima None A570Gr... Typical 74 M74 N144 N143 90 362316243 Coln None A570 Gr... Typical 75 M75 N146 N145 90 36251E243 Co1Lmn None A570 Gr... Typical 76 M76 N148 N147 90 3625162-43 Colima None A570 Gr... Typical 77 M77 N150 N149 90 362916243 Co1mn None A570 Gr... Typical RISA-3D Version 17.0.4 [M:\..\...\...aCaics\P19246 Cantilever Kneewa .r3d] Page 7 R ISA-3D Version 17.0.4 [M:\...\...\...\Ca les\P19246 Cantilever Kneewal.r3d] Page 8 ICampany PMA iIRIS En4neering Owigner : Jcb Number P19246 oa ModelName Centilate, KRebaell Oct 18. 2019 11:11AM Checked By_ IIIR!SA ' Jcb towber 1 P19246 Model Name : Cantibver Knehwal Garnpany PMA Engneeriag Oct 18, 2019 1111 AM 058 Checked By Member Advanced Data 641,4 IR4,06o J Rbase }Offset J Offset PC 0n P ica1DefiR, Arla Cti tnaclive Seiarni -NI BenPINe r rppliNN 110311101 IMEMNIIIIIIIIE 1171311=11 MI EMI WI BenPIN IIII 11031031 BenPIN IIIII MR EMI BM BenPIN IIIIIMMENN NMI BenPIN es None BenPIN IIII Yes None BenPIN eS 1 BenPIN e BenPIN None 1 13• BenPIN one II M14 1/11111111.1116111113511 15 Be N es None • 6 BenPlNes 11111111111 age aiva BenP1 IMM11111111.1 es 121211 I MI IEI10 1111111M Yes 111111111=11111111111=111111111111 UM= 11411111=111111111111 InlInnInll SIM BenPIN BerIPIN BenPIN gird 1.11111111 Yes "89 Yes "NA" one one es Yes IBM EMI 1:1=ZIMMIIIN es Mai BenPIN IIMIIII 11=1110111 26 BenPIN 11111INIMINIIINIIIIII10151 BenPIN Yes e BenPIN 11=111111 es None BenPIN es Beni' Mil es BenP N KM 33 2 M33 BenPIN 110 EMS BenPIN1. None Eve:I21118enPlN None • 6436 BenPIN 1/ENi BenPIN INIIMIMMIll IIIIMIIElil None 38 arm rrEtommam one 39 BenPIN 111111.11111111. ,,,,,,s - NA 11008 40 4 BenPIN BenPIN IIIIIIINE111111 --Von es e BenPIN IIIIIIIIIIIIIIIII Yes None 6443 BenPIN None 4 BenPIN ..1 yes -- NA" None f 4 BenPINes "NA " None BeINes 47 M4 None 4 M48 Yes NA a e ,648 BenPIN 111111.111111152,11111238 N e In BenPIN BenP I None None PISA-ID Voosi000 17.0.4 f MA ..4..3...1CalnatP19246 Cantilever Kneewal r3dl Pa 9 Company PMA Engineering I IRISA 819245 ModelNomo Ceraitvar Knee., Oct 18. 2019 1111 AM Checked By_ Cold Formed Steel Design Parameters (Continued) MI360018, 362$16. FEIIKERIMIXIIIMIIIIMIN'1 .. - . -. 1111=t11 NI IMM IFAIIWI MEM MEN 1IMMEMIIMI 36251-61 . II 362515. 28 U28 262s' se IMM=1111MMI MIN IIIMMIIIMN 29 16.. 2 M MO ... 30 2516.. 2 31 EFEEIMEMIIIE MINIEIMIIMINIEN= EMI= IIIIMIMEMI =MIN MINIM = II m32 342S4K. MEM=MMINIM Kli M33 362Sin, 2S1e. EMI ill 382S15.. 352S16. Mm IIIIMI 1111 37 3625:7 2 8 362516.. 2 MEM 39 25 2S1 se 2 1 II CCHEM Ell 41 6442 )67z 16,. 362s 1,.. NEMMEIMMINIMI 1 1 3516,. MMm444, j4 =MEIMiM I1 EEun=Mp=MUrn1OEMMMMMMIEi1ln1l 1:131 M46 3600i6.E.IMM=MEI=M1111 = 35 2516- MI IIHIH 2515.1n1 49 2S 1 SL 11131•=1=E11=1 MIIIIMMIIM=== M.ka 'Se MIIIMIIMIIIIMIIII M51 2SIC. '01.=Mini M 2 2516.. E E MI MEI 1011242S16,. ElIEl363ol6. MIMI El Mal 4 61 352S15-11611=111 1,- IMMMIIIMIIIMI "MEM=MOIM MIIEMIEM=MIENIM NEEIMIMII 111•111MINIEM==== I a. 1 se MIMIMIIIM IIIMIE111====11•1 MNIEM=MIIIMINEM, . 30S1a. WEIMMIIIMI MMEMEM=IMMIIMEMM= 3623m, ' 2. 362515 . KIMEIMMI ME= IMMIONEPIMINIE 352Sla. 131S. Ell 1 • NM i 115=11111111== =MI= 382S' a. WE IN=IMM EII1 IIMIIIM MI=1= EN 67 as as 1 6, Eill MNIMIMMENIMENIIII 1•1=1= III 362515. 1111 68 35251 6.. MEER 69 35 2S1 D.. M70 MaA16. IIIIMIIMIMMOMMEN=MINII MINIIME.MMEN= M71 ae2S18. 7 M73 36251i., MM EM IIMEMEEM EIMI 1 Member Advanced Data (Continued) Label JR abase J Re base 10'1sbA J otNn in 7/C OlIo Physlea Del IR. Are is Case n heave Salami 52 M , BenPIN yff‘t a •• F Nene Yes " NA. None 54 4 BenPIN EMEMIIIIIMII N e 56 M56 BenPIN BenPIN MINISIIIIIIIESI MINIET1111311 BenPIN Yes None BenPIN 1.111. Yes EV None 111:12:131ME EMI WM =I so 111:1=IIIIMI MOM 111211ing 111:!!1111 ISTIIIII651 • 6492 IMM BenPIN N e Ell M63 BenPIN None M64 M65 BenPINes BenPI 1127111IELII "NA " None None 66 M66 Be riP N Nene 67 M67 BerP N None 68 M68 BenPIN 111 Ves "NA - None 68 M69 BenPINes "NA " None 7 M70 BenPINYes " NA " None 71 M71 BenPIN MIMI WM= e 72 BenPIN N e 73 BenPIN Yes one 74 75 74 75 BenP N BenPIN es anlinliii cne e 6 M76 BenPIN INIIIMIIMMESTINIEMil 77 Mf/ BenPIN Yes ' NA Noee Cold Formed Steel Design Parameters 111111RILEM1' IMENIMI1211131111MMM. giiiiiiM, MN: 1 'I 4WEE 36 1 &, MIME IMMEM= =EMI al 36251 6.. 2 2515. 2 MEM 10111 647 262316- ME=ENIIMIIIIIMIIIMENEN== MIN= MEIN MB 352$16..111MMlimmillIMIEMENIMIIIN Elr EI ia 12 m 0 641 1 6412 EIZILIMER=IMMINIIIII=1 262S1a, EFROMMIMEMMMIEMI =MEM 352516.. um. IMINM MINIMIENI MEI 13 362516.. 2 14 6414 362515. 2 M Ern MISOEIDINEMII IIMMIM MEM= MOM= =NNIIMI ==1•11 291- EFIIIIM=11 IIIMMIIII=IM 7 6417 2S' S' MN =MEIN MMIN=MEMIIIII== M18 , 18 ig 2s, , MmEIMIIMMINIIIIII I 20 20 1' 3a7Smi 3526 . - NMI0 -- RISA-3D Version 17.0.4 [M.l..2. L16a1080019246 Cantilever Kneetva I. r3di 60050,8 IiiIRISA :19247"" Modeles.° CentiMme Knee., Page 10 Osti 18. 2019 11.11 am Checker Sr_ Cold Formed Steel Design Parameters (Continued) Label 9990 Le t. thvollfl Lb La 108820.. 000 K. Crn...0 74 M74 36061 6,, 2 1 1 75 M75 362S te- 2 1 1 _ 76 1,476, 362516., 2 1 _ 1 77 , M77 3cni6.• 2 1 1 Member Point Loads (BLC 1: concentrated) Member Label Direction M1 2 6425 z Member Distributed Loads (BLC 2: distributed) Member Labe M1 M25 z Direction z Macmiludeb.bent Start Magnitadet fortt....E 360 200 2 Location ft 60 _th 50 14o9imderbALF... Start locationtft %I Enel LoceL.111.%1 50 0 0 0 Basic Load Cases BLC Dome ion 1 concentrated 2 distributed 3 self weight Load Combinations 689 LL LL DL X Canvas, Gravity 2 Gravity JOnt Point OntrinunNANALMe.- Strtioet.. -1 2 2 So..PDele Y. mad , 7115 SRSS 8LCF00..81,CF...8LCF0e-BLCFao..81.6800.,B1CFac..BLCa 1 3 1 2 1 3 1 - Load Combination Design ..8LCFae.8LCF06.e1C.Fac., D.. bon ASIF CD So.. HOL Rolki Cori For.. Wood Concrete 1 .ncentrated. 2 Asinbuted Yes Yes Yes ves Yes Yes Yes Yes Yes Yes Masonry Marin= Stainless Connection Yes Yes Yes Yes Yes Yes Yes Yes Envelope Joint Reactions Jcint 01103 LC ('101 LC Z n MX l6-',I LC MY Ib-s,I 16 642(6400 LC N2 max 0 2 2.726 2 0 1 ,03 7 1 .038 2 0 2 2 min 0 1 2,726 1 -37 98 2 -911.542 2 0 1 0 1 3 N4 max 0 2 3485 2 .002 1 .048 1 .023 2 0 2 4 min 0 1 3.485 1 .57 789 2 1386,971 2 0 1 0 1 5 1 N6 max 0 2 3.321 2 .004 1 .104 1 .008 2 0 2 6 min 0 1 3.321 1 -66.824 2 -1603.803 2 0 1 0 1 7 NB max 0 2 3.36 2 .004 1 .105 1 0 2 0 9 -N10- rnin 1 3.36 1 -68.784 2 -1658.84 -.12 7 0 1 0 max 0 2 3.351 2 -,035 1 1 0 1 0 10 min 0 1 3.351 1 t t68.136 2 1635.276 2 -.002 2 2 0 1 RLSA-3D Version 7.0.4 [Mit...1...1...1CalestP19246 Centileve Kneewal.r3d] Page 12 -30 Version s an ever 160080810 age Capped), PMAIIISA Engineednd Dedigner Job Number P19246 M.1.11 N... Gonave,. knoev,01 Oct 18, 419 11:11 AM Checked By_ Company Pma Engineering I I IRISA sorP19246 ModoltJaoae Cantibma: Knoowal Oct 18, 2019 11:11 AM 059 Checked fly_ Envelope Joint Reactions (Continued) X1,1 LC VlSI LC LJSI LC IXlb-9 LC MY 18-01 LC MZ[loo,1 LC on N12 max 5 2 MEM 2 -.035 1 -.836 El IIMMIEN 0 2 12 .111.1M rrrnIMI MIME. -M,MMIM1110.555E.1=01.11111 0 1 , N14 max 0 2 MEM 2 -.011.111.11=1111111 0 2 min 0 11.1 -739 MII=M7 2 0 0 _ 1 N16 0 2 3353 KJ1091 0 0 2 16 _Max m'i 91 2 -1 14 2 0 2 0 nu N Ina X 2 MIMI 2 .007 . 02 Ea min 0 1 MEM 0 1 gEg I920 ma x 0 2 InglE=65 1 0 2 0 2 II/II MEM 1 -66.635 2 -1599.27311 0 1 EIEEFIREM=22=1•44 =mop 0 2 22 'MINIM XrnMagE. 1 -66.66 2 -1599.884 2 -.002 1 0 1 101 Pa4 rnall1112 297 1 71.288 1 0 2 0 2 FM -6661.00.031ppEri 0 1 2 1.7 1 40. 1 .C=7 0 2 .68. 2 -1 . 2 0 1 -187.4 .027 0 2 •56. 2 -1 . 2 0 0 1 ral1430 mao 0 2MEM 2 • 2.1 2 1 .051 0 2 El WIFEal 69.992 0 2 0 1 RI MEM 2 -66.668 2 -1 .05912 .(13 1 . 0 2 FM min 0 1 EIFIEll 1 -66.737 -1 1.711 =MIME 0 1 En N34 max 0 2 MEZMI 2 -66.66 2 -1 0.056 ni:IN 0 2 EilE1111EMMIIMIEBEEN 1 -66.7 1 - 2.11 NE -.011.43 1 0 1 35 N31=1.111 rirninEglEM -32.178 -7 .299 111.11M3 1111.3. 0 2 Ell in 0 1 , -1 . 2 05 0 1 max 0 2 2 - ,817 - 87.618 1 2 0 In 0 1 X 2 3. 53 4 1 2 0 2 in 1 -66.671 2 -1 . 2 -.037 0 1 41 N42 max 0 ISIMI2 2 2.971 1 1. 7 1 0 2 En EN N44 rr.11=1 max Ii 0 =MEM 2 3.3 1 2 -66,657 1.727 2 1 -1 .04 41.458 2 1 0 2 1 0 0 1 2 .002 0 1 N x 0 2 . Z .557 13.37 1 001 1 0 2 46 min 0 3.3 1 -66,642 2 -1 9.4 1 2 0 2 0 1 4 N4 max 0 2 .625 2 1 -, 0 1 .02 2 0 48 i -741, 01 2 0 N 1 max 0 2 , 2 0 . 0 2 min 0 1 -4 , 2 .1 0 1 11114 min 0 0 2 1 „7 Mr= 2 8.4 2 1 2 .0 4 -1 61.91 1 2 .009 2 0 0 2 1 EEI irrninEln. 2 .00 .0 1 .003 2 0 2 ISIMIMIN rEa nMIIMIIIIIMIMMI MOM 1 -50.95 2 .1 2. 2 0 1 fillM.M7 Milrir0 2 MM. 2 .00 .071 0 2 123.111111 MEM 1 -51.346 2 -1232 2 0 1 57 N59 n'3 2 3.093 IIMI)04M -MI9 1 0 1 0 2 ECM min 0 1 3.093 1 •50.91111703 2 -001 2 0 1 KB N x 2• 3.093 2 .002 1 .039 1 0 1 0 2 Lai In 0 3,093 1 -50,46 2 .1211.066 2 0 2 11 N . Inax 0 2 3.093 2 ..038 1 -.18 1 0 1 0 2 62 min 0 1 3.093 1 9'.137 2 -121=3M1 2 0 2 0 1 RISA-3D Version 7.0.4 1MA. 1Calcs1P19245 Cantileve Kneewal.r3d] Company MAR Fndineering I I IRISA 909248 ModelNarne Cendbxer Idnewall Page 13 Oct 16. 2919 1111 Checked Envelope Joint Reactions (Continued) 1,1 LC VlSI LC Zblm1 LC fAX trin LC MYIb-hl LC MZIS401 LC N 16 max 0 2 3.353 2 -.035 1 ..036 1 .001 2 Ell min 0 1 3.3 1 - 7. 2 -1613.341 2 WEIIINEMEMIE .001 2 0 N1 -.12 1 _118 119 120 14129,.' 98 mb 0 2 0 3. 41 2 1 .68. .004 -68 762 2 2 -1634,7492 IllSOMEM 0 0 0 1 20 0 - 0 3 61 011 11E11010 1 N122 max 0 2 332 2 .0 4 0IMUMElll 0 1 011 0 1 3. 2 1 -66.849 2 -1604,405 2 -.008 2 Ill A 2 .002 0 048 1Ell 34 1 -57,944 2 -1390.69 2*661 MK=mao 0 2 2,725 2 0 1 64 0 ER1.111.1.=1:UM 1110.1108E10V4 128 1 9 04030 min m x 0 3,093 -909,09 2 0 2 .073 1 i10 0 1 0 2 2 3.093 _ 3,093 1 -49.991 -.07 2 1 -1199.602 -1.627 2 1 0 0 2 1 0 0 2 3.093 1 •49.975 2 -1190.434 2 0 max 0 2 3.093 2 -.092 1 -2.099 1 0 liEl min 0 1 3,093 1 -49,956 2 -1 98.967 2 0 KM commillasm InIll=9111:WMION 1EI=1111IfflE INEEM:a 3.093 2 -.061 1 0 2 0 3.093 3.093 1 -49.948- 2 -1198.766 2 0 1 0 In Fa 2 -.028 1 EllEEMMIE 0 2 0 3.093 1 .49,987 2 MUM 0 1 0 IN UM lElia 3.093 2 -10161llIME1111118 2 an 0 11 En min 0 1 3.093 1 -50,135 2 MEM 0 1 139 N140 max 0 2 3.093 2 002 1 .039 1 0 2 0 140 19 1414 mln max 0 0 1 3.093 3,093 _1 2 -50,455 .004 2 1 -1200940 .09 2 1 _ 0 .001 1 2 0 0 min 0 1 3.083 1 -50.936 2 -1222,486 2 0 1 0 1!11 max 0 2 3.092 2 .003 1 .071 1 0 2 0 IlllaW=Ill 3.092 1 .51.334 2 -1232,3492 0 1 0 go 1098I1I1.=EI 3.008 2 .002 1 3831 0 1 0 12WM loss 1 -50.946 2 lS66Ri49ha -.003 2 0 147 max 0 2 3.071 2 0 1 .0 4 1 0 148 min 0 1 3.071 1 -48.437 2 -1162.4992 -.009 NI 0 max 0 2 3.191 2 0 1 l 0 150 min 0 1 3.191 1 -42.082 2 -1009.987 2 -.019 2 0 151 044 max() 2 0 2 0 2 0 2 0 2 119 09 n 0 0 1433 max 0 0 2 0 0 238.478 2 1 0 1 0 0 0 2 1 0 illmor -- Totals: max _ -Arlo 1 ... min 0 1 2 .478 -4166.635 2 Envelope Joint Displacements 911 LC 0(01 LC 2 in Lc xRmmlatmo.mL.LC YRmaa 1 N1 max 0 2 0 2 .009 2 0 2 3.321e-8 1 -4.655e-6 2 min 0 1 0 1 0 1 0 1 -3.507e-4 2 -4,6550-6 1 0 2._ g 2 0 2 0 2 4 9441,, 0 1 _ 0 1 0 1 0 1 0 1 0 1 5 N3 1 n ax 0 2 0 2 014 2 0 2 3,5650•8 1 1.0940.6 2 Envelope Joint Reactions (Continued) 0181 Lc VlSI Lc Z b LC MX b-M LC MY bdo C 5(2 W 53 1465 mao •,028 11I 11:111211111WEIE IIMIMMMErW El 3.0931 -49,987 2 • 99.718 Fa 0 2 MOM 2 -.061 1 -1,462 El 0 1 0 2 66 67 N69 min max 0 0 1 2 1 93 3.093 -49. 7 -. -1198.75711 02 0 0 6 69 N71 .rnin max 0 0 309 3.093 , 6 -119895711 _ i 70 min 0 I 3.093 -49.975 11-1100,42811 71 N73 max 0 fi 3.0532 .073 IIMEIMENII 0 2 72 min 0 11 30931 -49.991 Ea -1199.799 Wil 01 0 1 73 N75 max 0 11 30032 .478 IMEMERIIII 0 2 74 min 0 11 30531 -49.999 El- 9 n -ow 1 N77 max 0 2 3.093 2 1.21 1 29.045 1 0 2 0 min 0 1 3.093 1 .50.002 2 -1200.065 2 -.002 1 0 1 IIM ilMi 2 3.093 2 2,096 1 50.296 1 0 2 0 2 78 in 0 1 3.093 1 -50.032 2 -1200.07 2 -.001 1 0 1 79 N81 max 0 11 3,093 2 2.352 1 56-446 . 02 1 0 2 94 mln 0 U 3.093 1 •5 . 1 -1200.053 2 0 1 81 NO3 max 0 111s1io 2 .181 EEMEMEE ......0 .01 1 0 82 min 0 EN -50.10 11-1200.036 0 2 0 83 N85 max 0 11 3.053-7.285 En -174.840 .024 1 84 min 0 fl 3.003-5011-1200.026 0 2 0 1 05 N87 max 0 NE pima= .042 1 0 2 86 min 0 OE 3.093 1 -50 11-1200.02211 0 2 7 N89 max 0 n 3.853 2 -45.195 NM-1884.691 En .046 1 0 00 min 0 fl,r,im 1 -50 11-1200.02 0 2 0 1 90 N91 max min max 0 0 0 1 3.093 3.093 2 1 2 -50 61,708 -45,195 11 -120002 -1481.024 -1004,69111 0 2 2 0 IT 2 1 N93 92 min 0 3.093 1 -50 Ell_.• 2 -.046 1 93 N95 max 0 fl 3.093 2 -22.692 -10i 0 2 0 2 94 min 0 11 3.093 1_ - 0 -1200.022 -.042 1 0 1 95 N97 max 0 fl 3093 2 • .285 II9fl 0 2 0 2 96 min 0 -50 .- n -.024 1 0 1 97 N99 max 0 Stall2 .181 Ei _ 4=31=8 Ell 0 2 0 2 98 min 0 1 3.093 1 -50.001 El - . El -.01 1 0 1 99 N101 max 0 3.093 2 2.352 . MI 0 2 0 2 100 min 0 -.142 1 0 1 101 N103 max 0 3.093 2 2,009 Im0.296 11 ,001 1 0 2 103 N105 n mao 0 0 n ,.:50.00 1.21 EEERIMIIIE 0 .002 2 1 0 0 1 104 min 0 NM • 0.002 11-1200.066 Fa 0 2 0 105 N107 max 0 1144I14 2 .478 EEEEEEm .001 1 0 2 106 min 0 EI8o9 1 -49.999 FE-1199.9971EN 0 2 0 1 107 N108 max 0 2.624 2 0 -.00 0 2 3 2 100 m0 .6 4 1 - 0.8 - - . 4 El0 1 0 N1 .007 EINEM1 0 1 0 2 inzirlic1 wi353 em2 1 -66.5 EU -1598,432 2 0 2 0 110 14112 mao 0 196 2 -.121 hbO.0lj 1 0 112 min 0 . -1598.192 0 1 0 113 N114 max min 0 0 11 11 3353• 3.3 •66.734 . -1601.645 ni 0 ,,,,,,,__7 0 1 0 2 114 RI5A-3D Version 7.0.4 IMA...1...\...1Cal0s1P19246 Cantilever Kneewal.r3di I IRISA ' dab tr7d7er P19246 ,,,,w,s.,.,,,,,, ,,,,,,. ModatNarne : Cardibver Knoddell Company 1 PMA Enpineering Page 4 Oct le. 2919 11.1100 Checked By_ Envelope Joint Disp acements (Continued) Joint 0144 LC yrol LC Z finl LC X Raadon 1.. LC Y RoLation LC Z Rotation 1.. LC min 0 1 0 1 0 1 0 1 -2. 38e-4 2 cri=sE WM N4 max 0 2 0 2 0 2 0 2 0 2 0 fl KR WE mina 1 0 1 0 1 0 1 0 0 N max 0 2 0 2 .016 2 0 2 2. '350- -2.580-7 min 0 1 I 1 0 1 0 1 , 0-5., 2 -2.580-7 KI N 6 maxrnin0 0 2 00 1 0 1 0 1 0 1 N7 max 0 2 0 2 .016 2 0 2 - .2 4e-8 1 5.7090-8 11 min 0 1 0 1 0 1 0 1 - .679e-6 2 5.7090-8 El N8 max° 2 0 2 0 2 0 2 02111 I 16 rnin0 1 0 1 0 1 0 1l 0 11111 09 18 149mao 0 2 .016 2 0 2 1.3950-5 2 - .045e-8 11 mbn 01 0 1 0 1 -2.7380-7 1 -1.0450-8 11 09 N10 mao 0 Z 2 0 2 0 2 0 2 0 20 .1 22 611-1 max 0 2 0 1 2 0 .016 1 2 0 0 11 2 (.$.lo-5 1 0 0 min 0 0 j 0 1 0 -6.235e-7 1 0 23 N12 max 0 2 0 0 2 0 2 0 2 0 El 24 min 01 01 0 1 0 1 0 1WWI= 09 N13 max 0 2 2 .016 2 0 2 4. 880-6 2on min 0 1 0 1 0 1 0 -7,052e-7 1 0 N14 max 0 2 0 2 0 2 0 2 0 2 0 28 min° 1 0 1 0 1 0 1 0 WEIII. =MIMI 20 N15 max 0 2 0 2 .016 2 0 2 8,275e-7 in min° 1 0 1 0 1 0 1 3,340e-70 En 2 N16 max 0 2 0 2 02 0 2 0 2 0 33 N17 min max 0 0 -2 1 0 2 .016 2 0 4 1 0 2 4.535g.6 1 0 2 mina 1 0 1 0 1 0 1 -4. 'r4A.7 2 0 0 II 11 N 18 r nx 0 20 2 0 2 2 0 min 0 1 0 1 0 0 _._2 0 1 0 N19 max 0 2 0 2 .016 2 0 2 11 1.2810-5 1 0 min 0 1 0 _1_ 0 1 0 1 -5.7080-7 2 =MEE Eci N20max0 2 0 2 0 2 0 2 0 2 0 2 1.11 Erl 42 min 0 0 1 0 1 0 0 1 0 1 N21 max 0 2 0 2 .016 2 0 2 2.026e-5 1 Ea min 0 1 0 1 0 0 -1,824e-7 2 4 El 111 N22____max min 0 _ 0 2 1 0 ,,,.4,,2 0 0_20 2 1 0 2 0 0423 max 0 2 0 2 .016 2 0 2 .0 1 0 Ell min° 1 0 1 0 1 0 1-...0-82 _e_L.:6 OEM N24 max 0 2 0 2 0 2 0 2 02* min0 1 0 1 0 1 0 10 0011 49 N25 max 0 2 0 2 .016 2 0 2 -5.808o-022 50 min 0 10 1 0 -6.767o-5111 51 N26 max 0 2 0 2 0 2 0 2 0 20 F. rEal min 0 10 1 01 10 1 0 Es 54 N27 max 0 20 2 .016 2 0 2 9.1 e-8 2 min 0 1 0 1 .002 1 0 1 2.4470-4 1 55 N28max0 2 0_g__0 2 0 2 0 2 0 7 N2.3 m min 0 1 0 '1 2 0 10 1 2 _ 1.423e• 1 2 0 - 0 max 2 0 .016 2 RLSA-3D Version 7.0.4 [M:1..7...1,..1Ca91s P19246 Can0lovo Kneev.el.r3d) Page 15 RISA•3D Version 7.0.4 [M: .1 1Ca8.91P19246 Cantilever Kneewal.r3:1] Page 16 IIIRISA Jcb rumerber PI9246 Model Name : Cantiever Knee.vall Company PMA EnOnneeng Oct 18, 2040 11,1t AM Checked IIIRISA JDobinumerber PI9246 Model Name : Cantibver Kneewal Company PMA Engineering Oct 18, 2019 II II AM 060 Checked BY - Envelope Joint Displacements (Continued) in _..... ,„ mmirimmi me 0PIIIIIERMILE .... 0 11 09 4430 El PlOPIIIIIIIPEPEMPIIIIIPIIMPIM 0 IMPLIMIIEPDEMEE NM 0 ,016 0 0 El -6.437e-8 liE • . e-4 ElIPIM EN 086 min 0 cm Km PIIMEEPAPIEMPEIMMEMPIEFEMPIIIPEI rEurfinummilMINOINIIIIIIIIMEIWIMMI COMMIEMMEMPIEME1111111P1P111111EMPEPEI rrlaX Ell 0 n 0 0 p 0 MI 0 IMPIEMPIEE 0 6.608e-8 PPP PEE EMI 19 IP IMIIMPIMPEI 0 Emproplozi IMIWIIIMMI 0 11 MOPE . 4. ra e.-4 1 pp 0 1 .000 1I1I -1. 9e.8 IIM0 0 2 0 EV EV 0 if 0 EV ITEMPEMPEEME:= WEI IEEPEIP 1 0 1 PPM011 .016 2 131 PPP OM IP 1111111M1IIIIIIIP r,a max 0 IP4 MITEMEEPIII -0.104e-8 PPE 0 igii in 0 um 0 anIfOrzom. momo EuEllm=0 szimminpmen0(9 immn6.77°.- Eim!ma° ID N40 Max 0 EIPEPIPPENIMIIIIIIM 0 11 FM FM min 0 EEPEEPIII1PEEP 0 El N4 max mommoramnam 0 fa 4.149,8 0 ID 4man I 0 0 El="1=2.0 FM 0 , 0 -7,026e-6 0 o in PEE = _g 0 PPE El MpEIPE1 .016 IMPFEIMEME1 El 19 EOPEEPI 0 EIPIME N44 MEIPEIP2 0 EPP0 11 P 1 0 0 PP N45 n 0 0 0 _,qi 8 WIIMI =MUM. 2 . e• .281er5 0 _ '- 0 2 1 N48 ax 0 0 PPP o El In IMM =MOE EEPEIMEIMI PE .099e max 0 EIPPMEMPEEPIIMPIM- Ell • ID El El 0 IMPIIMPIPPIMISEE/MMI -2.009o4011 48 49 max in 'ex 0 0 0 11$r181,11 PEE MMIFIMIIIIII 0 um 0 0 110 Cs ID 19 min 0 IMPIEEPEEPEE 0 4450 max IIMMIIIEMPEPIMPFIP Ell min 1111:1•111PIKEPP1111111111MOMIEN 4.2 e- MI 101 max MIIMENEIMUISWEMBEEM=Fa 0 PPP 02 n IMMEMMIIIIMOMEM 0 1 0 IIma°rna ID in PM 0 0 immeamman IM 0 1111.t= (slim 1 1,595e-8 .8.807e.5 fl - . 57e-8 -83g -on 0 PEI FE 0 FOIMOMPIP IMI min PEPE 0 EEPEEMOMEE EEO ax EmEo MMM MPIEIPEEIMPIEMMPI=EIMM i 711 -2.644e- , m E El " • • . . Ccmpany PMA Engineering IIIRISA Designer kb Number P19245 MourelNama Cartetver Kneewal Oct 18, 2819 4111694 Checked ay_ Envelope Joint Displacements (Continued) 3840 Xlnl LC P004 LC 24,01 LC X Rotatico .. LC Y Rotation LC 2 Rotation -Le MI IMIEPEEPEIPIEMPIEMPIENEMOMEMPIE 15802_1211111PEEPIE1 CEIPIPpEEPIEPEEPIEN 11 Ell 4!24IDl11$110M 0 POPP 0 0 MIPPIPP 0 11 0 ME MPFIPIEM .012IP 0 E1 0 0 - 11 0., 0 11E1 160 m n pi .00211.1lziIU 0 11 PM= max .11.11oWI.11.11 0 1701.11MIN in i1l.i1I1I.0 0 El SIM PPP 11EIEMOMPEEP KMmax ID IMI N86 InErIMEMIIIMI .012 0 lEalMMI2 0 El 0 1 0 .005 0 In- . e-4 1 0 2 0 PIEEPEEIMPEPEP Ell El 0 0 11 PPM 0 min PIEEPEEPEMMEEPIMPOMEEM l49 7111•31MIMMMIIIRIMEMMIWIMMOMEIMBUWOMEM min 0 11111KM11MMIMEWIMMIMMIIIIWIM ; x 0 munmEnaum 0 11 0 1171 KEE ID 4461 min ex 0 0 MOEN 11M:=11U111 0'i' IA 0 0 IPI El 0 0 I 11 0 0 EMI 0 11*11 1 11•1I11 0 MO 4292 IDI11O11 1111rI81.11 0 fl 1171 17011MZIMEM=MIMMEMMIMMCIMI1=MIAIMMUN II IMIM NWWE=MIEMMIIMMMIM185 MIMM 0 F N 186 KE=N NI 0 187 max 0 FWMU E a ID 51049006 in 01N EM IIo o11 a x mmirgam=smaramminotammum IMMERMEMMIWMENIIIMMINEMIIMMEIEMIMI 060 191 N96 =:71= 2 0 2 PPS 182 in 0 .002 fl 0 11 0 PPE =Mg 193 490 4497 max min 0 0 0 2 0 0 Ilir 0 0 0 ma. 0 PP .012FM 0 1p 9.035e- 1E3 197 min IMMIII=MIE 0 IIIMIMMIMIEEEI 683 Max IIIIMMUMW=MI 0 MIMMIMEMM 0 IMIMMIIIMMIM o 11111IWMI 1171 141.0 MII=MUI 0 11 .002 1111 1.519o-5 m n W:=111 0 0 SW .462e.8 =KM ,ax .1111 0 110 EN ID11-11 o MOEN N102 mao ME11.311.ERII .012 FIE=FINEMI tMEN r1 94411 'IItlU 0 IMIIMIMNIMIE7M PEE MPIPIEEIPEP InIMIEDIUMil ESIMME2=11M10 137133 11 MI 0 0 IPIEMEEP 2 0 SI 0 11 0 fl 0 0 11 .572 0 WIMEll 11 2.831e-8 11 - .664 e• MEIMCIIIIMMEMIMEMI o W=MUMM a 1E1 FM 11111PEEPEE 0 1111 0 11 MU 106 MIPIPMEMEIFE IIPIEMMEMEEP 0 212 IMUEIMMIIIIN 011P2011l,1I 0 2 0 FM 213 N107 MIME=2 0 2 0 MOEN RISA-312 Ve 7.0.4 MA.,A...1... sP19246 Caneleve Kneaoej r341 P48519 Envelope Joint Displacements (Continued) J 0001 4,0 Y tol 10 2140 LC 5' 8069044. 110 min0101010 1 0 111 4456 max 0 2 0 2 .012 2 0 2 .6 e-6 2 0 2 002 min 0 1 0 1 0 4 0 1 2.35e-8 1 013 4457 max 0 2 0 2 0 2 0 2 0 2 0 2 114 min 0 1 0 0 1 2 0 ,012 1 2 0 0 1 2 ci 9,4460.6 1 2 0 1 1 5 N50 max 0 2 0 2 116 min 0 1 0 1 0 1 0 1 0 1 0 117 4059 max 0 2 0 2 0 2 0 2 0 2 0 2 100 min 0 1 0 1 0 1 0 1 0 110 1460 max 0 2 0 2 .012 2 0 2 3.139e-6 2 0 2 120 min 0 1 0 1 0 1 0 1 .1.0380-7 1 0 1 121 N61 max 0 2 0 2 0 2 0 2 0 2 0 122 min 0 1 0 1 0 1 0 1 0 1 0 123 N62 max 0 2 0 2 .012 2 0 2 4 607,6 2 0 124 min 0 1 0 1 0 1 0 1-2,892e-71 0 125 N63 max 0 2 0 2 0 2 0 2 0 126 min 0 _2_,0 1 0 1 0 0 0 1 0 1 0 27 N64 max 0 2 0 2 .012 2 0 2 1.7690.6 2 0 130 min 0 1 2 0 0 1 2 0 0 1 2 0 1 .5,356e-7 1 0 029 N65 max 0 0 2 0 2 0 2 130 min 0 1 0 0 0 0 0 1 0 1 0 431 4466 max 0 2 0 ? .012 2 0 2 2.3530-7 2 0 2 132 min 0 0 0 1 0 1 0 1 -6.684e-7 1 0 1 133 N67 max 0 2 0 2 0 2 0 2 0 2 0 2 434 min 0 0 0 1 0 ,012 4 0 1 2 0 135 N68 max 0 0 0 -2.5150.7 0° 136 min 0 1 0 1 0 0 0 1 -3,1560-7 2 0 137 N69 max 0 2 0 2 0 2 0 2 0 2 0 130 min 0 1 0 1 0 1 0 1 0 1 0 139 N70 mao 0 2 0 2 .012 2 0 2 I .461e-6 I 0 140 min 0 1 0 1 0 1 0 l-3593o-72 0 141 142 N71 nx 2 0 2 0 0 0 0 mlain 1 01 0 1 0 1 1 0 143 N72 max .012 2 5.291e-6 144 min 0 =[/ME I 1 0 1 0 1 -2.337,7 2 0 145 N73 max 0 20 2 0 2 0 2 0 2 0 2 146 min 0 001 0 1 0 1 0 1_, 0 1 147 N74 max 0 2 0 2 ,012 2 0 2 1,125e-5 1 0 2 149 min max 0 10 1 0 2 -1,0590.7 0 2 2 0 0 2 N75 0 2 0 2 0 2 0 150 min 0 101 0 0 0 1 0 10 1 151 N76 max 0 2 2 .012 2 0 2 1.664e-5 1 0 2 152 min 0 1 1 0 0 0 1 -2.667e-8 2 0 153 107 max 0 2 2 0 2 0 2 0 2 0 2 14 - min 0 1 0 1 0 1 0 1 0 t 0 1 155 N78 max 0 2 1 0 2_ 013 2 0 2 1,3220.5 1 0 2 156 in 0 0 1 0 0 0 1 0 2 0 157 N79 max 0 2 0 2 0 2 0 2 0 2 0 2 150 min 0 1 0 1 0 1 0 1 0 1 0 1 059 N60 max 0 2 0 2 .012 2 0 2 1.474e-8 2 0 2 160 _161 min 0 1 0 1 0 1 0 1 -1.519e-5 1 .ii 20 0 1 4401 max 0 2 0 . 0 2 0 2 0 2 R ISA-3D Version 7.0.4 [M.I.,6.„1...1Ce 11s4°19246 Cantileve Kneewal,r3d] Company PMA Engtnerring IIlRISA Job 'Lerner 1919246 . Modal Name Knetewall '-at....W401C,COMPAN, Page 18 CIO 16, 2019 1141614 Checked 9y._ Envelope Joint Displacements (Continued) Joh' 0111 LC 2001 10 Z 1401LC X Rotation .. 179 min 0 1 0 1 0 1 0 1 0 1 0 215 N108 max 0 2 0 2 0 2 0 2 0 2 0 210 min 0 1 0 1 0 1 0 1 0 1 0 1 217 N109 max 0 2 0 2 .016 2 0 2 5.249e-7 2 0 2 218 219 min 0 1 0 1 0 1 0 1-4,567e-6I 2 0 1 N110 max 0 2 0 2 0 2 0 2 0 0 2 220 min 0 0 0 1 0 1 0 1 0 1 0 1 221 N111 max 0 2 0 2 .016 2 0 2 -3.349e-7 1 0 2 222 min 0 1 0 1 0 1 0 1-7,039e-72 0 1 223 N112 max 0 2 0 2 0 2 0 2 0 2 0 2. 224 min 0 1 1 0 1 0 1 0 1 0 1 223 N113 max 0 2 0 2 .016 2 0 2 7,8590.7 1 0 2 226 min 0 1 0 1 0 1 0 1-4.3740-62 0 1 227 N114 max 0 2 02 0 2 0 2 0 2 0 2 226 min 0 1 1 0 0 01 0 1 0 1 229 N115 max 0 2 20162, 0 2 6.335e-7 1 0 2 230 min 0 1 0 1 0 I 0 1-1.054e.52_, 0 1 14116 max 0 2 0 2 0 2 0 2 0 2 ID min 0 1 0 1 0 I 0 _Q__=-2 14117 max 0 2 0 2 .016 2 0 2 2.739,7 1 1.5450-6 2 min 0 1 0 1 0 1 0 1 -1.377,5 2 1,5450-6 1 N118 max 0 2 0 2 0 2 0 2 0 2 0 2 • min 0 1 0 1 0 1 1 0 1 0 1 237 14116 max 0 2 0 2 .016 2 0 2 3.353e-6 2 -6.529e-6 2 N120 min 0 1 0 0 1 0 1 0 0 1 2 5,238-16 1 -6.5290-6 0 1 2 max 0 2 2 0 2 0 2 240 min 0 1 0 1 0 1 0 0 I 0 L 2 241 N121 max 0 2 2 .016 2 0 2 7.166e-5 2 2.758e-7 242 in 0 1 01 0 I 0 1 -2,552e-8 1 2.7504-7 1 243 N122 mao 0 2 02 0 2 0 2 0 2 0 2 244 min 0 1 0 1 0 1 0 1 0 1 0 1 245 N126 max 0 2 0 2 .014 2 0 2 2,110-4 2 .1.162e-6 2 246 min 0 1 0 1 0 1 0 I -3.565,8 1 -1.I62e-6 2 44 N 1 2 4 i nzx 0 21 00 20 21 0 21 0 2 0 , 57 21 01 000 °O 4 249 44125 max 0 2 0 2 .009 2 0 2 0 2 2 250 min 0 I 0 1 0 1 0 1 0 1 0 1 251 N126 max 0 2 0 2 0 2 0 2 0 2 0 2 252 min 0 1 0 1 0 I 0 1 0 1 01 253 44127 max 0 2 0 2 .012 2 0 2 2.3140-7 2 0 254 min 0 1 0 1 0 0 0 1 -5,291e-6 1 0 255 N128 max 0 2 0 2 0 2 0 2 0 2 0 2 256 1460 0 10 1 0 1 0 1 0 1 0 1 257 N129 max 0 2 0 2 .012 2 0 2 3.561e-7 2 0 2 250 min 0 1 0 1 0 1 0 1 -1,461e-6 1 0 1 259 260 N130 max 0 2 0 2 0 2 0 2 0 2 0 2 1 min 0 1 0 1 0 1 0 1 U 1 0 261 N131 max 0 2 0 2 .012 2 0 2 3.1350-7 2 0 2 262 min 0 1 0 1 0 1 0 1 2.515e-7 1 0 263 N132 max 0 2 0 2 0 2 0 2 0 2 0 264 min 0 1 0 1 0 14 0 1 0 1 0 1 j__ 42133 max 0 2 0 2 .012 e.7 1 0 R12A-3D Version 7.0.4 [MA. .1 Ca los \P19246 Cantlieve Kneewaltrad] Page 20 Company PMA Ensinecring IIIRIS " Designer Job Number : P19246 ModelNemo : Cantilever Kneowel Oct 18.2019 1111204 Checked By._ ICompany PMA endneerind iIIRIS Designer Job Number P19246 ModelNaine Callibsser Knociwol N61,40,..C.R..ti o;laza la i 061 Cheeked By - Envelope Joint Displacements (Continued) re. min 0 1MC=1111==1113111.11:111111115=1110 1 7 N134 mao 0 2=Mira 0 211.31.1111=MrallMMIffill min 0 1WM1111 0 1 0 1 =MEM 0 94135 max 0 2 0 0 2 0 min 0 1 0 1 0 1 0 1 WZ9799 0 271 N 36 max 0 2 0 2 02 0 2 0 0 272 Min 0 1 0 1 0 1 0 1 0 0 INN N137 max 0 2 0 2 S1V 0 2 2.892e-7 0 FRI IMIN138max0 min 0 1=II 0 1 -4.56e-6 0 min 0 2 0 2 0 2 0 0 1 0 1 0 1 0 0 277 N130 max 0 2 l .012 2 tmU*9oAfl 0 EN min 0 1 j 0 1 illin 4-8.065e-6 2 0 275 N140 max 0 2 0 0 2 0 2 0 2 0 200 min 0 1 0 0 1 0 1 0 1 0 N141 max 0 2 0 .012 2 11 0 1 0 282 283 9142 min max 0 0 1 2 0 0 -- 06 0 2 0 2 -9. e 2 0 1 Eal ERI min 0 1 0 01011 0 1 0 .012 2 0 2 IMMI min 0 1 lU 0 1 0 1 -1.684e-6 ECSI Mil 9144 max 0 2 02 0 2MINIEMM=0 2 min 0 1 =MN! 0 1MINIIMMI=0 1 Ntao max 0 2 IMMINNINEMMENNIKIMMIN -2,029e-8 2 EMI min 0 1 0 0 -2,029e-8 1 N146 max 0 2 9 2 0 2 I 0 2 in 0 1 010 1 0 1 0 293 N147 max 0 2 .011 2 0 2 8.517 -5 2 9.915e-8 2 ral 1321 min 0 1 1 0 1 0 1 -1,595 4 1 9.915e-8 N148 max 0 2 0 2 8 0 fl 0 2 min 0 1 0 1 0 1 4-fl 0 2 7 N 49 max 0 2 0 2 .01 2 0 2 1.725e-42 -4.792e-7 2 289 min 0 1 0 1 0 1 0 1 0 1-4.7020-71 299 N150 max0 2 0 2 0 2 0 2 0 2 0 2 383 min 0 0 0 0 0 1 0 1 0 Envelope Member Section Deflections Service 1 h hummer M1 4ec 1 max x pri, 0 LA, 2 y tiny .009 _Li._ 2 un, 0 ....., 2 x 'wise ,... 0 ...,.. 2 ni 1.1e 1410 NC L., 2 9etkri.._,,100 NC kk• 2 2 min 0 1 0 10101NC1NC1 3 2 max 0 2 .016 2 0 2 0 2 NC 2 NC 2 4 min01010101NC1NC1 5 3 max 0 2 .018 1 0 2 0 2 NC 2 NC 2 6 min 0 1 .016 2 0 1 0 1 NC 1 NG 7 4 mao 0 2 .016 2 0 2 0 2 NC 2 NC 2 8 in 0 1 0 1 0 1 0 1 NC 1 NC 1 9 5 max 0 2 .009 2 0 2 0 2 NC 2 NC 2 10 min01010101NC_INC1 r,JC 2 11 M2 1 max 0 2 0 2_ 0 2 0 2 NC 2 2 min01010101NCINC1 RISA-3D Version 97.0.4 [W.. 5...1. .1 1P19246 Cantilever Kneev.al.r3d] pony RMA Enuineeri. er '481981 P19246 Cantikeer Knew., Page 21 Oct le, 20i9 11.11 AM Chocked 89_, Envelope Member Section Deflections Service (Continued) x 191 LC v 1,09i LC x Rotate r .. LC 9,1 LW Ratio LC 9,41r.' Ratio LC 65 3 max 0 2 .0002 2 e-6 2 NC NC 2 6 min 0 1 0 1 3.1 e-7 1 4633.2282 140 1 67 4 max 0 .01 2 0 2 8.008e-6 2 N NC NI NC 2 1 2 69 L_mex m min min 0 0 4.752e-7 2 2353,714 NC 2 1 2 0 .016 2 2 1.0 e-5 70 0 2 1 . e-7 1998.9192 140 1 71 648 1 max020 20 00 940 2 72 min 0 1 0 0 1 NC 1 NC 73 2 max 0 2 .002 2 0 2 97e-6 2 NC 2 NC 2 74 0119 1 8 1 -1,963e-7 1 NC I NC 1 75 3 mao 2 005 2 2 2.194e-6 2 NC NC 2 76 mis 1 0 10 , 7 1 4667.397 2 NC 77 4 mao 2 .01 2 0 .2 e-6 2 940 1 940 2 78 mbn 1 0 1 1 -5.8 7 1 2371,032 2 940 1 79 5 mao 0 2 .016 2 4.3 e 2 NC 1 NC 2 0 01901 0 1 0 1 0 1 -7.852e-7 1 1519.995 2 NC 1 1 649 max 0 2 0 2 2 0 2 N( NC 2 82 mb 8 1 0 1 0 1 0 1 NC 1 110 1 83 2 max 0 2 .002 2 0 2 2.069e-7 2 NC 2 NC 2 84 min 0 1 0 1 0 1 8.371e-8 1 NC 1 NC 1 max 0 2 .005 2 0 2 4.137e-7 2 NC 1 NC 2 86 min 01 0 1 I 1,674e-7 1 4677 702 2 NC 1 87 4 max 0 2 .01 2 0 2 6.206e-7 2 NC 1 940 2 88 min 0 0 9 2.511e-7 1 2376.308 2 NC 89 5 max 0 2 .016 2 2 275e-7 e. N J_, NC 2 99 10 min 0 1 0 48e- 1 .2 2 NC 0 2 0 2 2 2 NC NC 92 2 in mao 0 0 0 .002 1 0 1 1 NC 940 1 N 93 1.1 e-6 2 9-10 2 94 in 01 0 -1.163e-7 2 N 95 3 max 2 .005 2 2 2.268e-6 1 940 I 940 2 96 min 0 -2.326e-7 2 4677.504 2 NC 1 97 4 max 0 2 .01 2 0 2 .4 e-6 1 NC 1 940 2 98 min 1 0 - 89e-7 2 2376.207 2 NC 99 5 max 0 2 .016 2 2 4.535e-6 1 NC 1 NC 2 100 min 0 1 .6 e-7 2 152 .22 2 940 1 101 102 6411 1 mtx 2 0 0 NC 2 NC 2 1 0 NC 1 NC 903 2 max 0 2 .002 .202m6 1 NC 2 NC 2 min 0 1 0 -1A27e-7 2 NC 1 NC 3 max 0 .005 2 2 6.4 e-6 1 NC NC 2 min0101 1 -2.8 e-7 2 4674,606 2 NC 107 4 max 0 2 01 2 0 2 .6 e NC 1 NC 100 mbn0101 1 .2 le-7 2 2374.735 109 5 mao 0 2 .016 2 2 8 e- N NC 2 110 in0101 1 -5.708e-7 2 1522.276 2 NC 1 111 iv512 mao 0 2 0 2 0 2 NC 2 110 2 142 min0101010114011401 max 2 .002 2 .0 e- 1 NC 2 NC 2 114 noifl 0 1 -4.5590-8 2 NC 9 NC 115 3 max 0 2 .005 2 2 1.0939-5 1 140 1 NC 2 116 min 0 1 0 1 1 .118e-8 2 4672.919 2 NC 1 Envelope Member Section Deflections Service (Continued) Member Sec 4190 LC 0111 LC a 01 LC a 94649911 LC' IIIIW 641,0 10 lolL,0 Ratio LC EINE!MM2 0 EltilM NC2 NCEl EN El fl INIMEIMM II MIMI H M ma -e• Fill Ifil NENVINKIMIN .003 IMEM El rnin 0 max __9. .006 0 0 - , -4 fl NC JC NC 1 111 min 0 0 4 , 19 max MM1 .009 . -a , C 20 IIIIIIIIMMEN 0 1mm mug 26 . IN NC fl El INEMEMEI 0 MENU Ell =KIIMINKIMMIIIMNIKIIM=IN KIMENKII EMMEN 23 ILE2550 IIIMINIF101910E1 NC 24 min 8 0 1 0 1 -5. e-5 2 N 25 3 max 0 .004 2 0 2 0 1 NC N 11321.11miofl 0 1 0 1 -1.959n-4539O.142fl 0 NC El FM axfl 009 2 0 2 m ri 0 0 fl 0 1 -1.603e-4fl2736232fl NC 0 1 0 . 65e-8 NCNCfl Nc fl VI 11 0 , .i MININIIIKINIKII 111110! N NI 140 ININIMININI = M=III IN110 ENMIMMN =NITIMMUIN0 .052 ©oI?1EIIIl II SEMEEI N IN,,,JC II110 El MI 34 11=KEIMIMMINNIKIMEIMMEIM=IIINC 940 El =MIMI= EINICINUMMKIIMMENI 4661.4 WJSEI El NI ENIENEMEll .61 U 39 11211 IN= e- .026 Ma% . min . C a% - 0 N IN NC M1113110 0 080 1100 10 40 11 2 .092 1E110 0 0 e-7 4 a% .00 0 2 0 N NC. II min 0 11 0 1 -1.839e-6 4 . 47 4 max 0 .01 0 - .918e-8 2 4 min 0 0 0 - . 59e-6 O. C 1 KNIEIMNI ,o, 6 0 KII Ni: n 11 11 N 11 0 ..,„ia max 0C 0 0 0 C NC IME5101 0 MN= 4 389e-6 NI NNIZIMINIIIII o IIIMMIII -6.646e-8 .1 N 1.2.213=11111 .005 EINIONEI 6. e-6 II NC Kg II IN NN=INIIIIMMNIKIIIIWI -i. 0-7 EV 4 .6e- a ININ=EXIIMINMININIINIMINIMMI Iff====ININEINIIIINIMMIMINIKIMME 6011=111NIMIMIM 2 ,016 UWEIEMI2 2NMIICE1 1 232245911 940NC N - 11:111121110 9 1IM= 488,761 EI In Hi lUtEgEn in IAOW= 0 NC o ,Oo . 0 2.693e-6 e 1 1 940 fl NC 11 R95A-3D Version 17.04 [1%4: \ ...\ ...\ ..\Calcs5P19248 Cantilever Kneewal.r3d] 111 USA * 'II:be, P19246. C.d.'. Kneewell Company PMA Enginoorina Page 22 0.18.2019 11,11 AM Chooked Envelope Member Section Deflections Service (Continued) Member S. 0899 LC 499,4 LC 0761 LC x Rotate r,.. 1.0 111119,6810 LC n Lie Ratio LC 101_IKINNINKIENNI NC NCre n NI =MIN:INN o WIMMININ KIIIIMISEI 7 , mamm 0 0 .0 .. n 120 1 1 = in E. max 0 0 fl 0 o 0_ co MMEIMI a , N 1.22 111.1=11111111 o IIII=111 11123 El MIMMINNIMNIIIM . MINEFIIIINEINEI MINIMININ MIMMINIIININ IMMINK=IN NCIII U KM IENEEIMMEI .00 1 ININEIMMIN o ININMENIMMIN 4 . El 2_ 128 IIIIKEENMIMEll in 0 1 .01 0 MINIM 0 5,280.-6 II n N C 2 .6 129max 0 2 .016 0 II-4,923e-8 7.044e-6 Mg1100 130 =MEI 0 0 e-8 n . Nc 11 0 0 N im , 133 in max 0KV 0 00 0 N 134 min WI.fl 0 11 0 1111 110 U No 11 135 1.1311111121M111M ,00 0 1111 1100 1400 2 0 SEM= 46 .0 111 1 1 7 Mr., 0 ' 0 -4,416e-8 2 NC 2 1 min 0 II -5.075e-5 1 2 7 A49 1 940 1 Ein imulnamm 0 IFIMM .5.888e-8 NC min 0 0 .6. 67e-5A 1521,452 2 940 fi 5 ImIomin max 0 11 0 0 0 C141 1 143 ax 0 0 0 O0 0 0 0 NC4 NC fi Emin 11 44 3 0 011 .005 0 0 1 EII=3 -6117e ,N , NC Min EMN4 ISE..M0 K -.1 5 mm o .01 11 6875e-8 E1 940 MINIMININICINIZI .001MKIIIKEMIKII 11ll 149 Nimmiasertion .06 NI 9 1 67.-8 n =non 150 MIONIMMI .002 0 11Z0111521.485 EINEM= i 1 5414 1 max 0 0 0 0 9-10 I NO 2 152 min 0 0 0 014001114001 193 max 0 111Pa 15 155 min a%.005 Oa 01111 N 968 .253 11 NC N ' me MN 11 fi 1567 MEI . 2. 49'20.181 EMIME1== MMMINIEI EI , min 0 0 1 -3.5&-4 . 1 5 max 0 , 6 0 2 0 1 . 163 in 0 .008 1 0 -4,707e-4 1 52 1.543 161 M17 1 mao 0 0 2 0 0 2 N 1202 III WIN1100 mon 0 2 0 NI 9400 IMIM1112111 .002 0 1 .9.963,5 N 11 IN 111 Fa n 165 IMEN 0 1 .005 - . 19e-8 114672. 1 0911 4667.49 2 71.12 flNC 11 1100 NC NC 66 l01 0 11 .005 - . e 7 E 0 .01 I111je-8112373,5.411 165 0 .01 111I-2.os9o-4 R4SA-3D Version 17,0.4 [M4....1..1..1Calcs5P19246 Cantilever Kneewal.r3d] Page 23 RISA-3D Version 17.0.4 19246 Cantilever Kneewal r34] Page 24 Company PMA En(peering : P19246 A,41:144,1,4,1 Cantitver Kneemal Oct 18. 2019 1111AM Checked By_ Company PMA Engineering IIRISA JD:11%1%er P19246 Model Name 1 Carnitver Men.' Oct 16, 2919 11:11 AM 062 Checked Sy_ Envelope Member Section Deflections Service (Continued) WITIOUT .13C 5 max l PI, 0 U... 2 ‘111111 .016 1-1- 1 4 Ill, 0 L.... 2 4 R01.31e 1,.. -6.437e-8 1.J., 2 ,1-4, 1.11111 1521.526 1.0 2 II I L. 44,10 NC 1.1../ 2 70 i:9 min 0 1 .018 2 0 1 -3.985e-4 1 1519.959 1 NC M18 '1_ max 0 2020 20 2NC2NC 2 2 mb max 0 0 1 2 0 .002 1 1 0101NC,INCI 0 2 9.957e-5 1 NC 2 NC 2 174 min 0 1 .002 2 0 1 0 2 NC 1 NC 7 175 2 max 0 2 .005 1 0 2 1.991e-4 1 4672.313 2 NC 2 176 min 0 1 .005 - 2 0 I 3.304e-8 2 4666.328 1 NC 1 177 4 max 0 2 .01 1 0 2 2.987e-4 1 2373.57 2 NC 2 178 min 0 1 .01 2 0 1 4 956e-8 2 2370.529 1 NC 1 1 9 5 max 0 2 .016 1 0 2 3.983e-4 1 1521.529 2 NC 2 160 min 0 1 .016 2 0 1 0.608e-0 2 1519.56 NC 191 MIS max 0 2 0 2 0 2 0 2 NC 2 NC 2 182 min 0 1 0 1 0 1 0 1 NI NC 1 183 2 max 0 2 .002 2 0 2 1, e NC 2 NC 2 104 in 1 0 1 0 9 0 2 NC NC 1 185 3 max 0 2 .805 2 0 2 2 e NC 2 1 min 0 1 .002 0 0 2 4672.521 NC 1 7 4 max 2 .01 0 2 . 31e 4917.587 1 i NC 2 min .005 0 0 2 2373,675 2 NC I 180 5 max 0 2 .016 2 0 2 4.7 e-4 1 3152.321 1 NC 2 160 min 0 .008 1 0 1 0 2 1521.597 2 NC 191 0.120 1 max 0 2 0 24 2 0 2 NC 2 50 2 192 min 0 0101 0 1 NC 1 00 1 193 2 max 9 2 002 2 0 2 6 12e-5 1 NC 2 NC 2 194 non 0 0 1 0 1 0 2 NC 1 NC 195 3 max 0 2 .005 2 0 2 1.224e-4 1 NC 1 NC 2 196 min 01010 .552e-8 2 4672.196 2 NC 197 4 max 0 2 .01 2 0 2 1.836e-4 1 NC 1 00 2 798 1910 0 1 ,001 1 0 1 -6,828e-8 2 2373.518 2 199 5 mao 0 2 .016 2 0 2 2.448e-4 1 00 1 NC 2 200 min 0 1 .002 1 0 1 -9.104e-8 2 1521.497 2 NC 1 201 1421 lme ° 20 20 20 2NO2NC2 202 min 0 1 0 1 0 1 0 1 NC 1 NC I 203 2 max 0 2 .002 2 0 2 1. e-5 1 NC 2 NC 2 204 min 0 1 0 1 0 1 0 2 NC 1 NC 1 205 3 max 0 2 .005 2 0 2 3,306e-5 1 NC 1 NC 2 206 011901010 1 0 2 4672.087 2 NC 1 207 4 max 0 2 .01 2 0 2 5,0 -5 1 NC 1 610 2 208 min 0 1 0 1 0 1 3.912e-8 2 2373455 2 NC 1 209 5 ma,4c, 2 .01 0 2 6.773e-5 1 NC 1 NC 210 0 1 . e-8 2 1521456 2 50 1 211 M22 1 max 0 2 0 2 0 2 5 2 NC 2 NC 2 212 min 0 1 0 1 0101NCINC1 213 2 max 0 2 .002 2 0 2 0 2 NC 2 NC 2 214 min 0 1 0 1 0 1 -1,7 NC NNC 215 3 max r 2 005 2 2 Nc lall 2 216 min 0 1 0 1 0 1 3 1 e 4672337 2 NC 1 2 7 4 max 0 2 .09 2 0 2 0 2 NC 1 NC 2 218 min 0 1 0 1 0 1 -5.269e 2373,582 2 NC 1 218 5 max 0 2 .016 2 2 4.1490-8 2 NC 1 NC 2 220 min 1 1 -7.0 e 1 1521.537 2 NC RISA-3D Version 17.04 iM3...\ ..,1,..1Calcs \P19246 Cantilever Kneewal.r3d) Company PMA EinGineering IIIRIS 0i:signer Jon Number P19246 M9deINI70009' Careitver Kneema1 Page 25 Envelope Member Section Deflections Service (Continued) Menter Sec 0101 LC 904 LC 07,04 LC' oR619ebr. LC 1001 LW Ratio LC o1L0a Ratio LC 221 M23 1 max 0 Egi 0 2 0 2 ti In NC 2 NC 2 222 min01010101NC1NC1 223 2 max 0 n .002 0 2 ILoa 140 2 NC 2 2 4 min 0 110 1 1 -5.0 e 1 Ng 1 ric 1 225 3 max 0 Fa .005 2 0 2 .7 e-8 2 NC 1 NC 2 min 0 0 1 0 1 -1. 3e-5 1 4672.597 2 NC 1 4 max 0fl .01 2 0 2 1.019e-7 2 NC 1 NC 2 min 0 0 1 0 1 •1.52e-5 1 2373,714 2 NC 5 max 0 .016 2 0 2 NC 1 NC 2 230 min 0 1 0 1 -2.027e-5 11521.6222 NC 1 231 24 1 max 0 0 2 0 2 0 2 NC 2 NC 2 in 0 1 NC 2 ax in 0 .002 0 2 1 0 0 2 .328e-7 -3.203e-6 2 _NC NC 2 1 N 2 3 ax 0 2 .005 2 0 2 2,656e-7 2 NC N 2 in EN 0 1 i -6,401116 1 4674.143 2 NC 4 ax . 2 2 .3.98•1 NC 1 NC 2 min 0 0 1 - 1e-6 2374,5 2 NC 1 2 5 max ,0 2 2 . 12e-7 2 NC 1 NC 2 240 min 0 0 -1.2 e-5 1 1 2.126 2 24 max 0 , 7 0 2 0 2 NC 2 14C 2 min 0 0 0 NC 1 NC 1 NC 2 NC 2 244 min 0 in 0 NC 1 NC 1 245 3 max 011 015 1 0 2 0 2 NC 2 50 2 min 0 2 2 0 1 0 1 NC 1 NC 1 4 max • u .0 2 0 2 0 2 NC 2 NC 2 248min 0 11 .012 0 • 4 1 NC 1 NC 249max • Ea .00- 0 2 2 NC 2 NC 2 RI n 0 2 0 NC 1 NC 251 252 253 2 1 6 in 2 0 1 0 0 2 0 C= 2 1 NC N. C. NC 2 1 2 NC 2 _ NG ax 0 0 NC 2 254 in 0 1 -6.0936-5 2 NC 1 NC 3 max 0 n .002 2 • 2 (1 IIIM NC 2 NC 2 min • 0 0 11 2'1'4 2111 NC 1 NC 4 max 0 2 .00 2 0 2 0 1NC1NC2 M min 0 0 0 111LpJ1lU5121,839 2 NC 2595 max 0 2 .0 7 2 1 2 4 NC 1 NC 2 260 261 min max 0 0 2 0 22 1 -24376-4 23283.252 2 NC 2_ 2 NC 1 NC 2 262 in 0 4 0 0 NC 1 NC 263 2 m x 0 0 1 2 0 NC 2 NC min 0fl 0 1 0 1 -4.353.111Man NC 1 NC 1 3 max 2 .222 0 0 1 NC 1 NC 2 2 min 0 1 0 -8,707e-5 2 7417.736 2 C. 1 287 4max 0 .00 2 0 2 0 IN 740 2 269 in 0 0 1 0 1 -1,3 6-4 2 7682 2 NG 269 max 0 .01 2 5 2 0 1 NC NC 2 270 min 0 1 0 1 0 1 -1.741e 2 2415.571 2 NC 1 271 272 M28 1 mzx 0 0 2 0 2 0 2 1 0 2 Ng__, NG 2 1 2 0 1 _NC, NC 1 R79A.3D Version 17.04 IMA..3....1..1Ca94\P19246 Cantilever Kneev.ial.r3:11 Oct 16. 2019 Company : PMA Enidneenno AM • Checked By keDe'rum'rber A19246. ModeiName Cantitner Kneewat Envelope Member Section Deflections Service (Continued) 2743 NI RTE. r t,IC 2 max ., 1.1 I 0 2 1, In .001 0.10 2 4. j., 0 I, 2 n mud,: 1... 0 ll. 1 , ,..• r....., NC tx. 2 11100,, ratrou NC LI, 2 27 min 0 1 0 1 -2.152e-5 2 NC 1 NC 1 275 3 max 0 2 .004 2 2 0 1 NC 1 NC 2 276 min 0 1 1 -4.354e-5 2 6434.174 2 NC 1 277 4 max 0 2 .007 2 0 2 0 1 NC 1 NC 2 278 min 0 1 0 1 0 1 -6.456e-5 2 3268.609 2 NG 279 5max0 2.011 2 0 2 0 1NC1140 280 min 0 1 0 1 0 1 •13.607e-5 2 2095.276 2 NC 281 M29 1max0 2 0 2 0 2 0 2 NC 2 NC 2 282 min° 1 0 1 0 1 0 1NC1N1 283 2 max 0 2 .001 2 2 0 NC 2 NC 2 254 min 0 1 0 1 0 1 -6.61e-6 2 NC 1 NC 285 3rnax0 2.004 2 0 2 0 1001NC2 286 min 0 1 0 1 0 1 -1,322e-5 2 6113.58 2 NC 1 287 4max0 2.008 2 0 2 0 1501NC2 288 min 0 1 0 1 0 1 .1.983e-5 2 3105.744 2 NC 1 289 5 max 0 2 .012 20 2 0 1 NC NC 2 290 min 0 1 0 1 -2 e-5 2 1990,875 2 NC 1 291 M30 imanmax 0 2 0 2 0 2 0 2NC2 1402 292 min 0 1 0 1 0 9 0 1 NC 1 NC 1 max 0 2 .001 0 2 4.137e-7 2 NC 2 NC 2 294 min 0 14 2 2 0 0 1 0 1 NC 7 1 NG 1 295 3 max 0 .0 2 8.275e-7 2 NC NC 2 296 min0 1 0 1 0 9 0 1 6066.569 2 NC 1 297 4 max 0 2 .008 2 0 2 1.241e-6 2 NC 1 NC 2 298 min 01 • 1 0 1 0 7 3081,862 2 NC 299 5 max 0 2 012 2 0 2 1 2 NC 1 '40 2 303 min 0 7 0 1 0 1 0 1 1875.586 2 600 1 301 M31 lmamm 0 2 0 2 0 2 0 2 6161 2 50 2 302 min max 0 1 0 1 8 1 0 1 2 NC 1 NC 1 303 2 0 7. .001 2 0 2 2. NC 2 NC 2 3 min 0 1 2 0 1 0 1 N 1 NC 1 305 max 0 2 .004 0 2 4.723e-6 2 NC 1 NG 2 306 min 01 0 1 0 1 0 1 6114.295 2 NO 1 307 4 max 0 2 .008 2 0 2 7.0 e-6 2 NC 1 NC 2 395 min 1 0 0 0 3106.107 2 NC 1 0_9 310 5 max 0 2 .012 2 0 2 94 e-6 2 NC 74612 min0 1 0 1 0 1 1991.108 2 NC 311 1432 1 max 0 2 0 2 2 0 2 NC 2 N 2 min° 1 0 1 0 1 0 1 NCI501 2 max min 0 0 2 1 .001 0 2 1 2 2.0 e 2 NC 2 73612 0 1 NC 1 NC . 2 4.07e-6 2 NC 1 NC 2 316 min 0 1 0 1 0 1 -5.1 6-8 1 6173.047 2 N 1 317 4 max 0 2 .008 2 0 2 61 e-6 2 NC 1 1402 318 min 0 1 0 0 1 -7.7 e 3135.954 2 001 319 5 max 2 .012 2 0 2 8.139e-6 2 NC 1 NC 2 320 min 0 1 0 1 -1.0386-7 1 2010.241 2 NC 1 321 M33 1 max 0 2 0 2 2 0 2 NC _ 2 1 NC 2 322 323 2 mina max 1 0 1 1 0 1 NC NC 1 0 2 .001 2 1.1520-6 2 NC NC 2 324 min 1 0 _Z 1 _Q 0 1 i-7.229e-8 1 ___2 NC, 1 NC 1 Page 26 Om 18,2019 lilt AM Checked Op_ Envelope Member Section Deflections Service (Continued) 0m900 Sec 0501 101 01,11 101 .0001 R 325 0 2 .004 1111 2. a NC 1 NC 11 11 227 mi 0 1 0 .008 11 0 0 U-1.446o-7118212.519 NC 2 1 6161 6161 328 I=111111 iiiUMM 0 0 • .1 e-7 i 6. Ell Ea iminiameammila .01 0 4. e-6 E. liri Eilll EEEIIII=ENEE_MM IMMIEEE -2.8920-7111 . BEINEREEE FM Nc El EETEIMIMIEINEWEEEIM=EllNC MI •111115111KIN1 0 11lI1I11 11 Ea 11 2 OM BEI 335 IPAIBEEIO 2 .001 50 11•1111111=M1 0 MEM -1.339e-71IMEM1 NC 3 max 0 .004 8.847 N 336 min 0 0 O H.' ,678e-7 .44 0 . .008 fl 0 1.327e-6 N NC 2 3 0 -4.0176-7 16 . NC pump 2 .012 FE 0 2 1.769e-6 Fal 7461 1=BM 341) =MMEMEIMIIIIMMIEMIMMIMINEEMIZEMEIMI • !EU= IffIsic ME 341 =EllINIENEEIMEEIME111=M111111MMEEIKENIEEuc113111ENEEI min psi 0 oc) 0 1111M7MIKEEMIIIIIIM EIMEMEIFII a II FISIENEIENUEll ElllillEllEEEIEMIEll & I 346 347 MENEM NC max WIMal .0 0 . 6e-711 Nc EfICEEIMMIEM min =11.1111 „ . 0 -2. 4 e-7 1 .765e-7 WJjJC 6' 6,438 N.Ill 11 1461 6161 El 348=12111111EIMEE a 1R1I-9.o13o-71168.1511 349 2,353.-7 MIMEO Ea =12111EEIIIIMIEMIIIIMMEE -6.684a-2 NE 2 0.683 EIIIIEMEE 0 El 352EEEMIIMMIE111=2MIEll 112111111EINIEM 0 UU 0 1 50 U11 353WEETIMMISEI .001 fl 0 -s 288e-811 140 U11 354=MM. 355BE min 0 - .8 e 11 ax _...1111 I .004 fl 0 -1.7586-7 moll -I. 79e-7 . EMI= .00e ,, N EE 11 MEGIOIIIMM flUfl,11 317.527 11 00 IIIIEZIMMEI IIIIMEEEEEEEME11 0 2 0 O. NC gE 1 min 0 0 6 max 0 0 0 111-3,159e-7 0 2 7461 El NC 11 =11111111WIEll 0 11 0 NINE EllEllIMMi .001 EMMEN min 0 0 0 1 •8. e•B El max 0 .004 0 . e- R11.1•1111E a 0 -1.795e-7 62',12,9 2 lEEMMII .000 =MEI 1.095e-6 1 NCFM Ell MEMINNINCE11=MEN RPM -2.6s5e-7 a a .3 NCfl 369 =EWIECIM=IFINIFIE111111011E1 IMIIIMI=MIEEW=E111 -3 592m7112029j46 371 az 0 0 0 0 372_ 373 min 0 0 11 0 0 111 1 NC max .001 1111EWP11I n NC 11N11 NC NC NC11 11 11 374 min 0 0 ,00411 .6 e- 376 min ,1 e- 2_.' A iz 2 RISA-3D Versi 7.0.4 [613..3..3..1CakeIP19246 Cantilever Kneewal.r3dj Page 27 R1SA-3D Version 17.0.4 [M3...I...1..‘Calcs‘P19246 Cantilever Kneewal,r3d] Page .28 ComPinY I I IRISA N.. PMA Engineering : 019248 Cantibom Knenwell 06118, 2019 1611AM Checked By Company PMA Engineering illimsA Job ilTurn'ber P19246 Model Narno : Cantitiver Knominall Oct 18,2019 1111 AM 063 Checked Sy Envelope Member Section Deflections Service (Continued) CularTIM r .BC 4 max X /I 0 LI, 2 II .008 L, 2 I I 0 I,- 2 C Rowan- 3.9.68e-6 Ll. 1 Lnj L., rkkBPJ NC l., 1 Ill / .4 Md../ NC 1-, 2 min 0 1 0 1 0 1 -1.753e-7 2 3165.403 2 NC 1 5 max 0 2 .012 2 0 2 5.291e-6 1 NC 1 NC 2 min 0 l 0 1 0 1 -2.337e-7 2 2029.119 2 NC 1 6639 1 max 0 2 0 0 2 0 2 NC 2 NC 2 3827f rrrirn 0 1 0 1 NC 1 NC 1 383 2 max 0 2 .001 2 0 2 2.813e-6 1 NC 2 NC 2 284 min01010 8 0 2 NC 1 NC 1 385 3 max 0 2 .004 2 0 2 5.625e-6 1 NC 1 NC 2 386 min 0 1 0 1 0 1 -5.294e-8 2 6229.991 2 NC 1 387 4 max 0 2 .008 2 0 2 8438e-6 1 NC 1 NC 2 388 min 0 1 0 1 0 1 -7,94-8 2 3164.882 2 NC 389 5 max 0 2 .012 2 0 2 1.125e-5 1 NC 1 NC 2 389 min 0 1 0 1 0 1 -1.059e-7 2 2028.784 2 NC 1 391 6640 1 max 0 2 0 2 0 2 0 2 NC 2 NG 2 392 min 0 1 0 1 0 1 0 1 NC 1 NC 1 393 0 2 .001 2 0 2 4.161e-6 1 NC 2 NC 2 394 __2_max min 0 1 0 1 0 0 0 2 NC 1 NC 1 395 396 3 max min 0 0 2 .004 2 0 I 2 1 8,322e-6 0 1 2 NC 6229.631 1 2 NC NC 2 1 397 4 max 0 2 .008 2 0 2 1.248e-5 1 NC 1 NC 398 min 0 1 0 1 0 1 0 2 3164.699 2 NC 399 5 max 0 2 .012 2 0 2 1.664e-5 1 NC 1 NC 2 400 min 0 1 0 1 0 1 0 2 2028.667 2 NC 1 401M411max0 4 min 0 20 20 2 1 0 0 2 1 NC NC 2 1 NC NC 2 1 403 2 max 0 2 .001 2 0 2 3.305e-6 1 NC 2 NC 2 404 3-'max min01010102NCINC1 405 0 2 .004 2 0 2 6.61e-6 1 NC 1 NC 2 405 min010101026229.621401 , 407 4 max 0 2 .006 2 0 2 9.915e-6 1 NC 1 NC 2 408 min 0 1 0 1 0 1 0 2 3164.688 2 NC 1 409 5 max 0 2 .012 2 0 2 1,322e-5 I NC 1 NC 2 410 min 0 1 0 1 0 1 0 2 2028.66 2 NC 1 411 M42 1 max 0 2 0 2 0 2 0 2 NC 2 NC 2 412 min 0 1 0 1 0 1 0 1 NC 1 NC 1 413 2 max 0 2 .001 2 0 2 0 2 NC 2 NC 2 414 min5 1010 2 0 2 -3.799e.6 1 NC 1 NC_ 1 2 415 3 max 0 2 .004 0 2 NC 1 NC 416 min max 0 0 1 2 0 .008 1 2 0 1 -7.597e-6 1 6229597 2 N 1 417 -.... 4 0 2 0 2 NC 1 NC 2 418 min 0 1 0 1 0 1 -1.14e-5 1 3164.733 2 NC 1 419 5 max 0 2 .012 2 0 2 0 2 NC 1 NC 2 420 min 0 1 0 1 0 1 -1.519e-5 1 2028.689 2 NC 1 42166431max0 20 20 20 2 NC 2 NC 2 422 min 0 1 0 1 0 1 0 1 NC 1 NC 1 423 2 max 0 2 .001 2 0 2 0 2 NC 2 NC 2 424 min 1 0 1 0 1 -2.2598-5 1 NC 1 NC 1 425 3 max 0 2 .004 2 0 2 0 2 NC 1 NC 426 min 0 1 0 1 0 1 -4.518e-5 1 6229.7 427 4 max 0 2 .008 • 2 0 2 0 2 NC 428 min 0 1 0 1 0 1 -6.777e-5 1 3164.7' 2 RISA-3D Version 17.0.4 [M:1...\ ...1..1CalostP19246 Cantilever Kneei,val.r3d1 eft` Company : PMAEnoinnerino IIIRISA P19246 Modal Name Canlitiver Page 29 Oct 18, 2019 11,11 AM Checked Sy_, Envelope Member Section Deflections Service (Continued) 11 10 v119 LO zini LC xinetate r... LC ini L17 Ratio LC n o LC MINIIIEMENIIIIIIIMI=MIEIMEIIIIEM NIKEEEINEIMEIMEME1 liMEMIIIMIEMEN BEIMMUIREM2 IEU1 483 max MMIEIMOMn 0 484 485 486 _ ,..._ min Max min IMU=SWENI PP IMMEll o04 .002 ,A____ 0 0 0 11 1.91 e-4 11 NO 1 1IMMIIII 6229.882 I NC _NC EI 1031=1111111=17= EIMIll 493 IITEINEMIE1 .008 0 EIFIEM11111 6939.787 1 840El EINEM 0 1011111:1111111E1 3164.816 max 0 u .012 0 3.634e-4 1 4448.612 min 0 = .005 0 2 2026.742 2 CI 6650 0WIEIEIM 402 r1EI11E11IUMEM 493 0 2 5.616e-5 En 2 NC El 494 496 min 8% mirrfl _ 0 1 11 _ 0 .004 0 UU110 0 1 1. 23e-4 0 N 6229,839 1_ N . max .018 0 1.685e-4 N I n=1MMIIIII .001 0 In= 3164,804 1111 El ral 1113 111111MMEIMEIE 0 Elf11:121311M1M min .0.11111111171EM 1110IEZ 2028.73511 90 11 QI088IUmao 1 ri111=:= 1111 E111111M El MIME= WIE11111REM 503 max 0 .001 0 2.259e-5 1 NC 80 504 II min 0 0 0 0 2 NC NC 1 0 111117111111E111111 11Z5M1111 tE1 ER MI Fin 510 0 0 2 6229.785111I 0 2 .008 0 6.777e-5 1 o 0 2 .012 o El min 0 1 0 0 0 2028.717 li 591 ex 0 2 0 0 0 NC 11•1111U111111(MI o 1111713WIE UWE= 0 -6 11 NO Mr1111MICIMINIMIN0 mim.799(3 EH 119M1111111•17111=1:=INE11211111 1111E11111:1111213•111 FIE1•111111111 EZIMEIMM1111 I .00e o 0EIEE1113111•11MEEI 11111E21INEI 6229.699 FIMEIMM o 1.188- EIMIRIESIIMMEI o max 0 11 .02 0 1.519e- „oh min 0 0 0 2028.689 6653 =INM=111221=MEMEIEMI 111111221=2=E1 0 0=WEI 90 3I11 o 1:111EMIIIMMEMIEMEM111 E11?1E1W2111MMEIMME 132111M1 15111M011•1111MM 0 211WMIEENEEMIIIMME1 1 - .305e tEMZEM .,ic1•1131 0 IM1WI11fl 0 IFIM=1!1=11EINEIZEINE1 526 II1luiEE i -6.61e-6 ma 6229.611 FIIIESM1111 =MEI .008 2 El=7=151=1M111111 1 1-9.915.-6 n 3164.689 Fain 526 rENIMEM111111 0 529 530 .....- Fax min .082 0 El 11 on. 61 N El 111 MI min . 1111=11111 II Envelope Member Section Deflections Service (Continued) Member Sec x LC 0119 LC 0110 LC 6R0afe r LC 151111108110 LC In LM' Ratio LC 429 5 max 0 2 .012 2 0 2 0 2 NC 1 NC 2 -130 min 0 1 0 1 0 1 -9.035e-5 1 2028.717 2 NC 1 431 M44 1 max 0 2 0 2 0 2 0 2 NC 2 NC 2 432 min 2 01010 NC 1 NC 1 433 2 max 0 .0D1 2 0 2 0 2 NO 2 NC 434 min 0 1 0 1 0 1 5.616e-5 NC 0 NC 430 3 max 0 2 .D04 2 0 2 0 2 NC 1 NC 2 436 min 0 1 0 1 0 1 .1.123e-4 1 6229,838 2 NC 1 437 4 max 0 2 .008 2 0 2 0 2 NC 21 438 min 0 .001 1 0 1 -1.685e-4 1 3164.804 439 5 max 0 2 .012 2 0 2 0 2 NC 1 NC 2_ 1 440 min 0 1 .002 1 0 1 2.247e-4 1 2028.735 2 NC 441 M45 1 max 0 2 0 2 0 2 0 2 NC 2 NC 2 442 in 0 0 1 0 0 1 NC 1 NC 1 443 2 max 2 001 2 0 2 0 2 NC 2 NC 2 444 min 0 1 0 1 0 1 -9.584e-5 1 NC 1 NC_ 1 445 3 ax 0 2 .004 2 0 2 0 2 NC 1 NC 2 446 min 0 1 .002 1 0 I -1.9 7e 6229.86'2 2 NC 1 447 4 max 0 2 .008 2 0 2 0 2 6939.787 1 NC 2 448 min 0 1 .003 1 0 1 .2.675e-4 1 3164.810 2 NC 1 449 5 max 0 2 .012 2 0 2 0 2 4448.612 1 NC 2 450 min 0 1 .005 1 0 1 -3.834e-4 1 2028.742 2 NC 1 451 6 lmao° 20 20 20 2NC2NC2 452 mm010101 0 1 NC 1 840 1 453 2 max 0 2 .001 2 0 2 0 2 NC 2 80 2 454 min 0 1 .001 0 0 1 -1.0 e 1 NC 1 NC 1 455 3 max 0 2 .004 2 0 2 0 2 6882.26 1 NC 2 456 min 0 1 .003 1 0 I -2.097e-4 1 6_49,869 2 NO 1 457 4 max 0 2 .008 2. 0 2 0 2 3391.32 1 NO 2 458 min 0 1 .007 1 0 0 -3.145e-4 1 3164.82 2 NC 1 459 5 max 0 2 .012 2 0 2 0 2 2244.451 1 840 2 460 min 0 1 .011 1 0 1 -4,193e-4 1 2028.745 2 NC 1 461 66471ax0 2020 20 2NC2402 462 8110in 0 1 0 1 0 1 0 1 NC 1 NC 1 463 2 max 0 2 ,001 1 0 2 0 2 NC 2 NC 2 464 min 0 1 ,001 2 0 1 0 1 NC 1, NC 1 465 3 max 0 2 .009 1 0 2 0 2 6229.67 NC 2 4 min 1 .004 5047.837 NC NO 1 1 2 67 4 max 0 2 3164.821 2 468 min 0 1 .006 0 1 0 1 2564.333 1 NC 1 489 5 rnax 0 2 .015 1 0 2 0 2 2028,745 2 NC 2 475 min 0 1 .012 2 0 1 0 1 16.43,810 1 NC 1 471 66481max0 20 20 20 2 NC 2 NC 2 472 min 0 1 0 1 0 1 0 I NC 1 NC 1 473 2 max 0 2 .001 2 0 2 1.048e-4 1 NC 2 NC 2 474 min 0 1 .001 1 0 1 0 2 NC 1 NC 1 475 3 mart 0 2 .004 2 0 2 2,097e-4 6892.26 1 NC 2 476 mis 0 1 .003 1 0 1 0 2 6228.909 2 NC 1 477 4 mao 0 2 ,006 2 0 2 3.145e-4 1 3501.32 1 NC 2 478 mis 0 1 ,007 1 0 1 0 2 3164.62 2 NC 1 479 5ma0 0 2 .012, 2 0 2 4.1 93e-4 1 ta2_14.451 2 28,745 2 NC NC 2 480 min 0 1 .011 1 0 3 0 2 RISA-3D Version 17.0.4 [Mit... ...1. .1Calos1P19246 Cantilever Knemval.r3d] Company PMA Engineering IIIIRISA DJotgnum'ber 519240 ModelNerne Camibiner Knee.* Page 30 06(18, 2019 11:11 AM Chen:km:1E19_ Envelope Member Section Deflections Service (Continued) Member Sec 01/11 LC n LC oflni LC x Rotate r... LC n L Ratio LC 15111000116 LC IZEIEE117111•13111E11 EIIMENIEIMEEEI NC ECIM=1111E11211=3111111 535 El max 1E1EWI . 0 .004 ENEEME11111 11 ri 536 ..53711111151=1= ME =1111=MI in iM::= 0 )9._11 1WI NE ill.n339,9,7 -8 8 N 62296 11 NO 440 El Ell 539KIIIIMM:M =MOM 80 11 0 n=2=1111M11111 8,6 Ell 840 lill 541 EU _• 0 111111 80 11 840 1E1 542MIIIIIIMEE1110 MI • IIIMMIE1 11 le31111%111133==11111111ECEINEEINCEEEIM=E1 NC 11 544lill NC 545MEREIM=Igl .004 ma 5.236e-8 NC 546ila=BE wriztoo1111M111111111WRIEMEI 0 MOM - .6 5e 6229.988 547 0 2 908 0 7.854e-8 2 910 N 548 ' mis 0 1 11 1 1 0 0 -8.438e-6 1.04 e.7 1 3184.88 N , N FM El E iiii Nom in 0 11 112938.783 040 EEIIIIMIMMIEUNIIE•MIEISME1 NC 11M12111=MIMIIMMO NEEITIMOMEIIMM NMI= IMMMIICIIMIIIEI • EI11 140 M11lE1 11 riza 11E1 11111111111WEEKIIIMENUMIIMENEEMEll tazi WEIZEIIMIMEEKLEMMEMEEMIKIIIINFI 840 1111 1/23111•0111111311111111111:1•11111M1E1111111 RE 1:1E max IEEME111(11•Fl 0 2 Ell= 11 140 EMM2M11111 IIIIERMIEll 558 min 0 1 1 1 9335.599 559 .a-ci 1 0 NC 2 0 0 1 2 =WW1 0_ 0 3282.073 NC NC 11i 1 IMMENINIBInn NC 11 40 KV WEITIM:1111 .002 IMMEIMISIMIFII El NO 2 lIfl 0IME=E15111=111111 RIMMIINII MEIM1211M:MI ,005 1111U11 11E1111111!11 0 MEM= -2.266e-6 SE 46 .0 F1 5111 ILEIMEIMM .oi 11111111t11 =riu 0 P1111=111 2 . 2 80 II IMMO .016 11Ppm= ggi in M:MiEU 0 • 1111 . e-6 1 .077 N 572 573GrElp max min 0- '11 .002(1117111M1111 Clill FE 0 - 34.3 91011 -NI ' -11 N NC 140 11 EN =11213WIE 0 IIIIKI=1E1111M111 573 mao 0 .005 0 2 -1,675e-7 N /40 2 575 mis 0 0 0 1 -3.519e-7 4677.767 2 840 1 577 ' max 0 .01 0 2 -2.512e-7 90 1 NC 2 578 mis 0 0 0 1 -5,2790-7 2376341NC 079 max 0 .016 0 2 -3,349e-7 90 1 NC 580 111=1.111 min 0 2.0 e-7 MIRM E11 11431=XIME11. max 0 80 min _p 0 9 1 1 11 0 N 11111 max 0 2 2 . 11111. 0 . e N RISA-30 Version 17.0.4 [Mit...\ ...l..1CalcstP19246 Cantilever Kneewall.r3d] Page 31 RISA•30 Version 17.0.4 [M:t...\ s\P19246 Cantilever Kneelmal,r3d] Page 32 I Company PMA Enpneartno !IRMAP19248 aa,cpascop,aaay,,,,, WOO Name Canlitver Kneewal Oct 18, 2019 111185 Checks/day- Conpany PMA Engineering IiIRIS Deaigner Job Number P19246 NotlellName Cantitany Knoeyeal Oct 18, 2019 11111 AM 064 Checked By_ Envelope Member Section Deflections Service (Continued) 585En MMIULl g NC cfl NC t . =MEI 0 NIMEIII -2. e-6 am 4 . MEW . 0 5.687o-7 UU NC MIMI0 0 Iffil -3. 8 e-6 Fli NC fl max 0 .016 0 III 7.849e-7 NC NC 590 min 0 0 0 -4. 4e-6 2 1520.021NC11 111 IMIM FE] M60 117111EMIFINDINI p IJfl NC Fi IMIMMNI MIEIN 0 =M=111•21M111 NC MI 11111121TIMEIMEIMMEN 0 FiEUU 057 1E1 INIESIMILM1111•13111 0 11 -2.636e-6 am SZEIMMI2 .005 a 3.168e-7 EII NC NI 0 U!7IF*4633.844 FiNC 597 az _O .01 4.7 e-7 N 598 in NI -7.907e-6 ra 4. IN MEM= 0 IKKIMS 1%1 60k0 IMIMIIIMI=MEI 0 509,002 ECEIMEMSEINEIM:MIEIM:= 0 flwoifl1 602 min U 0 0 1 0 1 140 III 603 604 EaimiNomm:= 606 60 608 609 MIE MEN 1=11INEIMMISIMIIIM MA riall0MEN min max min WINfl .002 0 2 6.846e-8 1 W 0 111=1EX5EM i NG El fl .00 1. e-7 EIU NC .01 0 0 0 0 1111:=111 -6.68 e-6 2.054e.7 4573. N 2323.1-93' 0 flIIEItEJ 610 1EIMIM o___EISIMEIBEIRCE121 NMI. fillE1 ��0EE0©0 0 IEINC=1EIMMEM EM1 6131,2111MMIEIMILMIR1 o 11011MMIENMEM MOZEMIN ICRIMMEIMMIII 1%1 111•311111 WIRMIS1 HU MI o11 II El ININ __NC N ...1. 2 018X m n a. 0 0 .005 0 .01 1 - 0 a .515,6 a C 4530.033 hil min 0 0 0 = .926e•B Mil NC 619 max 0 .016 0 2 3,353e-5 2 NC 620 min 0 0 0 1 52 e-8 1 1475.196 NC 1301111ZEMIIIIIIIIMM =7= 0 1%1=MEIMEM rEl 6 3 min 0 0 0 0 1 NC IWill ii max 0 .00 0 2 .792e-5 2 NC 6 4 ,0 0 0 ZIE1 NC 6 0 0 4659.653 27 11211NEMEI 1111=1 N . fl [E]=MIMIMIMIEIWIN EZ:11M11211=MEI=M MIZEINIENNIEHIERMI IMM:11111111603113 II 111411611=IFIMERM El MEMINIII 1517A0 ESN rEl =1221MINEVIEM NIMMIEIMM151 NC MEESIMEIME111•3111 WIMIIIMEMINI simenEa .00 0 Homan NC mmlIDIME=Iii min .004 0 2, 1 J .,11115375.7t2 2 1.055e-4 IN N 1 NC N Fi RISA•3D Version 17,0.4 [M3.. A...1. ACalcs1P19246 Cantilever Kneeuel.r3d) Company PMA En4neering IiIRISA P19246 400. - - -.e Cantibaer Knee.' Page 33 Oct M. 2oia 1111 AM Checked By_ Enveiope Member Section Deflections Service (Continued) 689 08811011 max R VI 0 71 rrl .012 4 111 LY 4 IIPMe I... .5 e-7 ll. 1 n Lry NC 1 NC 2 6 min 1 .2. e-7 2 2030867 2 NC 1 651 70 1 mzx 2 0 2 0 2 NC 2 NC 1 692 01 0 1 0 1 NC ' NG 693 2 max 0 2 .001 2 2 1.339m7 1 NC 2 NC 2 694 min 01 0 . 73e-7 2 NC1 NC 1 695 3 max 0 2 .004 2 2 2.87Be-7 NC 1 NC 2 606 min 0 1 0 -8.745e.7 2 6231,455 2 NC 1 697 4 max 0 2 .008 2 0 2 4.017e-7 1 NC L NC 2 696 min D 1 0 1.312e-6 2 3165.626 2 NC 1 606 5 max 0 2 012 0 21 2 e-7 1 NC 1 NC 2 700 1 min max 0 0 2 -1.749e-6 2 2029,761 2 2 NC NC 701 1471 2 0 2 NC 702 min0 1 0 01 140 NC 1 703 2 max 0 2 .001 2 2 7229e-8 NC 2 NC 2 7 min 0 1 0 1 -1 14e6 2 NC 1 NC 1 705 3 max 0 2 .004 2 2 1.446e-7 NC 1 NC 2 706 min 0 1 0 0 1 -2.2ee.6 2 6213.033 2 NC 1 707 4 max 0 2 .008 2 0 2 2.169e-7 NC 1 NC 2 708 min 0 1 0 1 0 -3 42e.6 2 3156.267 2 NC 1 709 8 max 8 2 .012 7 0 2 2.892e-7 1 NC 1 NC 2 710 min 0 1 0 1 2 0 1 -4.55e-6 2 2023.262 2 NC NC 1 2 711 M72 1 max 0 2 0 0 2 0 2 140 2"-- 712 min 0 l 0 1 0 1 0 1 NC 1 1488 1 713 2 max 0 2 .001 2 0 2 0 1 NC 2 NC 2 714 min 0 1 0 1 0 1 -2.016e-6 2 NC 1 NC 1 715 3 max 0 2 .004 2 0 2 5.188e•8 1 NC 1 NC 2 716 min 0 1 0 1 0 0326 2 6173.644 2 NC 1 717 4 max 0 2 008 2 0 2 7.7 e 1 NC 1 NC 2 710 min 01 0 1 0 1 -6, 2 0136.257 2 NC 719 5 max 2 .0122 1. e-7 1 NC 1 NC 2 720 min 01 0 3 1 -8.065e-6 2 2010135 ,2 NC 721 M73 1 max 2 0 2 0 2 0 2 NC 2 NC 2 722 min 01 0 1 1 0 1 NC 1 NC 1 723 2 max 0 2 .001 2 0 2 0 1 NC 2 NC 2 724 min 0 0 1 •2.344e.6 2 NC 1 NC 1 725 3 max 2 .004 2 2 0 1 NC 1 NC 2 726 min 0 1 0 1 -4,687e-6 2 6 15.384 2 NC 1 727 4 max 0 2 .008 2 2 0 1 NC 1 NC 2 1 min 1 0 1 0 1 2 -7.031e-6 2 3106661 2 NC _L 2 1 max min may 2 1 2 .012 0, 0 2 1 2 0 1 NC; NC _ 74 0 0 0 1 -9.374e•6 2 1891.463 2 NC 1 2 0 2 NC 2 NC 2 732 0900 1 0 1 0 1 0 1NC1NC1 733 2 mao 0 2 .001 2 0 2 01 NC 2 NC 2 734 mrm0 1 0 1 1 .21 e• 2 NC NC 735 3 max 0 2 AD4 2 0 2 0 NC NC 2 736 min 0 1 0 0 1 - 22e-7 2 6067.916 2 NC 1 737 4 max 0 2 .008 2 2 01 NC 1 NC 2 738 onbn 0 0 1 • .2 e 23082.547 NC 1 Egri5 MI max 2 .012 2 2 0 040 NC 2 min 0 0 0 1 .1.654e-6 1678.005 2 NC 1 Envelope Member Section Deflections Service (Continued) Wernher Sec LC 0814 LC *1114 LC 09080 Ir. LC 118 LW Ralio LC 17 LofRatio LC 037 4 mao 0 2 .009 2 1. 82e•4 2 NC 1 1488 2 in 0 1 0 1 0 0 0 1 7730.91 NC 2 1 NC 2 ax 0 2 .014 2 2 2.11e-4 2 640 1max0 min 0 1 2 0 0 1 2 0 0 1 .3.565e-8 1_1/50.595_ 2 NC 2 NC 6418465 2 0 2 NC 2 642 min° 1 0 1 0 1 0 1NC1NC1 643 2 max 0 2 0 2 0 2 0 2 NC 2 710 2 644 min 0 1 0 1 0 1 0 1 NC 1 645 3 max 0 2 .003 2 0 2 0 2 NC 1 140 2 645 min° 1 0 1 0 1 0 1 5333.572 2 NC 1 647 4 max 0 2.006 2 0 2 0 2 NC 1 NC 2 648 rnin 0 1 0 1 0 1 0 1 4177,636 2 NC 649 ax 0 2 .009 2 0 2 0 2 1488 1 NC 650 in 0 1 0 1 0 1 0 1 2671.99 2 NC ax 0 2 0 2 0 2 0 2NC2 740 2 652 in 0 1 0 1 8 1 0 1 NC 053 2 mao 0 2 001 2 0 2 5.785e-8 2 NC 2 140 2 654 mb 0 1 0 1 0 1 -1.323e-6 1 NC 1 140 1 655 3 max 0 2 .004 2 0 2 1.157e-7 2 140 1 NC 2 616 min 0 1 0 1 0 1 -2.645e-6 1 6231,056 2 NC 1 6 7 4 max 0 2 .Q08 2 0 2 1.735e-7 2 NC 1 NC 2 658 min° 1 0 1 0 5 -3.96Be-6 1 31(25.396 2 NC 1 max 0 2 ,012 2 0 2 2.314e.7 2 NC 1 NC 2 (10 min 0 1 0 1 0 1 .5.2916,6 1 2029.114 2 140 1 661 1467 1 max 0 2 0 2 0 2 0 2 NC 2 140 2 62 min 0 1 0 1 0 1 0 1 NC 1 NC 63 2 max 0 2 .001 2 0 2 2 14C 2 NO 2 664 min 0 1 0 1 0 1 NC 1 NC 665 3 max 0 2 .004 2 0 2 2 NC 1 NC 666 min 0 1 0 1 0 1 .7.307e.7 1 6212,913 2 NC' 1 667 4 max 0 2 .008 2 0 2 2.671e-7 2 NC 1 NC 2 668 668 5 min max 0 0 1 2 0 .012 1 0 1 .1,096e-6 1 5166.366 2 NG 1 2 0 2 3.561e.7 2 NO 1 NC 2 670 min 0 1 0 1 0 1 -1461e.6 1 2029.736 2 NC 1 6 1 1466 1 max 0 2 0 2 0 2 0 2 NC 2 NC 2 672 min 0 1 0 1 0 1 0 1 NC 1 NC 1 673 2 max 0 2 .001 2 0 2 7.846e-8 2 NC 2 NC 2 6 4 min 0 1 0 1 0 1 6 88e-B 1 NC 9 N 675 3 max 0 2 .004 2 0 2 .5 e.7 2 NC 1 1488 2 670 mb 0 1 0 1 8 1 .2 e-7 1 6235.344 2 NC 1 2 2.3 2 NC 1 NC 2 19 e.7 1 167.60 2 NC 2 . e-7 2 NC 1 NC 1 2 1 e.7 1 2030.577 2 NC 1 2 8 2 140 2 N , 2 NC1 NC 1 683 2 mao 8 2 .001 2 0 2 1671 e•7 1 NC 2 NC 2 694 in 0 0 -5.769e-8 2 NC NC 1 685 3 mao 0 .004 2 0 342e-7 1 NO NC. 2 686 0 0 i 1 7 2 6236.0 NC: 1 687 4 max 0 .008 1 0 0 1 5.013e-7 -1.7316.7 1 2 Np 3166,13 1 2 N NC NC 2 1 686 min 0 1 ,_a_ 0 RISA.3D Version 17.04 [M.1.,. \ ...1„1Calcs \P19246 Cantilever Kneeudl.r3d] I IRIS ' Job ra:ber .. 010240 ModelNama : Cantibver Kneewal Company PMA Enpnecoinp Page 34 0c118, 2019 1111144 Checked By_ Envelope Member Section Deflections Service (Continued) in 7 *ifl o fl 011111t= 1488 U NC 742 743 MEI MII1153 0 fl 0 .000 ummilMa NNC En NNc N NI mcma 0 MI 0 INCIIIMEINIEN N N MEIIEIMM .004 FallErnEnr3011 N =MEI 1•112113=M o 1111MIMISIM=11111 MEM13111=11E1 6 14.1 140 UMZIEMIE1 UMISIMEN =MIMI IMICIEmpum ,00p 748=IMEII III 0 Fit1U13100.08 749MIESEIO1131 :012 UiIEl 140 EUFI MEMO___U 0 119t051flNc 2 n 751 MIMEO 0 2 0 0 MEM 0 1 0 UU 0 El NQ 1 ign=MEGIaloio MEM igimm o 0 a 2 .001 2_ 2.129e.5 2 IMMIIII 1 0 .004 2 0 2 4.259e-5 IMIIMMEMENIIIIIM::= 10111111MIZEIM;MIEM MEMIIMINIE111INIM=1;1 a '.9 .007 IFIIMEIMIEKKOMIE1 NG El SI Ii1i311111111=1121=:=1111 0 11111=M1IMIIIIII . FAZIII31121311112INIENZIMEMMIE1133122%15%1 MIEINIE1 IFEI III min WIMINIIIMMIE 0 1IE12094,225 2 o wirii Ell r54. OEM o o =EEO o 0 11 N =1111110MIZEIMMI 0 0 4. 1 e.5 766 min 0 0 0 0 NC 1 765 max 0 .0030 8.6 4e.5 NC 2 7 min 0 1 0 0 0 7402.044 NC 1 767 ax Il 0 2 .006 0 1.294e-4 N NC 2 766 in 0 1 0 0 0 60, NC 73max 0 2 Al 0 1.725e-4 1488 NC 2 770 in 0 1 0 1 2410.46 NC 1 Envelope A1Sl S100-12: ASD Cold Formed Steel Code Checks 840108011 SM. e Code 11311111=11110/113111E111 36nlee- ISECIE111110E1•1111111=INEM 1006009,03 2°6°41 .096 ft 1. 2111880080081 rl,om 81 08818161,,Mrr09J0,,,Cb EVIIIIIEMICENIEEZEIE13112 Cm a Cmaa E• .31-1 -,a,•902 WEI 3.1-1 0331311110EIEWEIBEEI 0 4736.8121=12303.932= IMBUE .3.1-1 1111E1111m2s162-011111101M1 .0 9 736.812= 03.9027738.493 .6 M5 3625162.. IIIMINIalin ,040 _.4 0 ciam 6718.563 2303,902 7738.493 :6 .6 .3.81 • 84§ 36201e2-188111111141141• 6718.563 03.902 883.3.1.1 147 36281 -121311110111111111010. 736.812 6718.%3 03.902 , .11.1 3625162c Faunionnoin 736:812 6718.5532303.902 7738,493 .6 1131 IIIMC3.31-1 WI 3..1-1 3628162. Ellimmincg mum 18.563 03.9327739493 0990362-1HEINIMISICEI • 03.932= 182.1MINMEI .038 oo03,902 302°162-1ECINNEI .038 716.5632303.922 20291e2.ffiriffwg .038 mum 718,553 03.922= .31-1 IEIEIIIIrIIIIEII .038 nig 736.812 ee .93 38.493 *0 MIS 16 8416 7 36201e2..n3 3625162- .210 a .0 8 4736,812 6718.563 . 2 7738,493 0 2 0 1 .038 039 0 0 y 2 y 1 736.812 4736.812 6718.563 6718.563 , 2 . 2 :403 1 48.11r .31-1 RISM3D Versi 7.0.4 1-1-1..10a Ics1P14246 Cantilever Kneewal.r3d) Page 35 RL5A-3D Version 17.0.4 [MA..3...1.3Ca .46 Cintileve Kneewat.r3d] Page 36 IIIRIS Model Name Centilmy F9leewoll C0m607 PMA EnOneering DesIgn. Job Number P19246 Oct 18. 2019 11 11 AM Checked By_ I IRISA ' JDob"rum'ber P19246 del Na rne , Centitmer Kneswall Company PMA En9ineeri6g Oct 18, X.19 1111 AM 065 Checked Ely_ Envelope AJSI 8100.12: ASD Cold Formed Steel Code Checks (Continued) 04060990 M18 S 99 25162. 0091.1 LC 5 r 99911 Dm LC Poi 736.8126718.583 00301 M 03.902 sin 38.493 cm ' 2,2 M192Sla. .038 4736.8128718.563 6718,56190 6718.56-3 2303.932 2393,902 2303.2 7738.493 1428 2 3625162.. , , 0 736.812 4736.312 38.493 3e ii0. .210 Enummila A:666,22Es 9.3.992=0 .3.1-1 23 362310. .210 PIN .038 Klinnaelle0=2393.992=1.11 .3,1-1 I 2 162^ .210 InIFICTIElligniZEMENEE2,03-902=1.111 .3.1-1 In ISO- IFEEFIIIIII ,088 EIMIIIIMESEIMEMIEMEMEEIEMI C3.3.1-1 1E3E7313' Filling.' rallEECIII 11311115111 IIIMMEMIIMEMILITIM IFIEUrgal EMCEE Iffillegill302":EnaThril 34 EZECIIME1110- 1 .. .098 MIR .018112111111111ME1EZEM A 01932=311a .6 .3.1..1 36 20 1 62- 3920 I 62-111111•11111 111111111:1111 1132111011111111233E rsi 1 0 736.812 67,8,563 01932=EIII ,6 .6 C"'" 6718.553 03.9022072.111• 03.3.1-1 3629190- 111311111311 028 0 736512 6718.563 253902 Eli .26162- '20162- lEnoll NRFN1 .0 0 0 47535126718,5632303.902 38.49311311 • 03.3.1-1 .029 0 736.81 6718.583 2303.9022021 651 736.812 6718.563 713.932=n PaZIWNEWEIN31111111 736.832 6718.553 2333.902 Ell 6718.55 .4 it mmais .36-1 3620162. EME:IEBMIC1111111102216 8718.563 23°0-902 =ME .3.1-1 Ell 38 162- IIIIIIICIMINI1 • E11111110EEE 6719•993 2303,90211MR1111111111 am li=11111E0MIRrEara Eimacano2303902mosamm .3.,-, 0020,83- .158 WEIRIECIIIIII 736.812 6'718.563 2303.932 Exzmum. .11-1 39 36' 162. ,1 8 .029EMI 4736.812 493.902M2 2303.9322MENA 2393.9o2= 03.932=0IIM ., .3.1.1 .11-1 .3.1.1 .34-1 6.11-1 W2S1M. . 8 Ifflp .029 4716512 EIS IEE11 332042.. .158 inining• n -i36.61 2 4736.812 cams 6718.563 36201621111110ENEME. WEI R!I382Sl62 4736.312 6718.W3 ca.so2fal=110111 ,6 EEO EA 201683111111KIIRMIIMI EIIZZINE1EN11029 362S1Q-IMEINIEFIEENWIN 0 6718.553 93.932=ME .6 .6 1P1= 203.922=11.11 .6 .6 736.812 11 (119°2=E1111131 39.49311111111MMEEN .6 WEE Wf 3625162. .195 0 1 IL� 735.812 718.W3 05902 48 49 1448, 1449 364162- tla ia., .158 MIR 2 .0290 736.812 736812 6718.3 6718.563 363.932 23113.932 35493 77313.433 inunemax MEM 63.3.1.1 50 mso 23183. 0111611111E161 47356326738.563 93.9022Era 1 3620162- ggymgn 4795812 6718.5352303.932= .110 MI EN M EECIIIIITINIIIIIMENIMEINICIEMM 382,162" IIMEIIIMEUEEFICI1111114708.81 2 MELEE 01902E021= - 2 =UWE .3.1-1 In0454 in1435 3628162. .158 WERE:moo 736.812 6718.W3 2303.902=E1111191 2303.902KOMMIllorrog 2303.932=11111111.211111MEM Mil 3620162. .158 Emirgazoin 736.812 6718.3 1E110456 25162. .097 Emninauninfl 736.812 6718.553 0457 3625162; .210 Kan ,038 0 fl4728.8126718063 03.932 .3.1.1 362S1 62- 1,3816,. .210 MIR 11116111FI6EI .038 0 0 .736612 736:612 6718.M.3 6718.593 A 04 I nee.902 38.493 03.31.1 " ,11-1 lai nil 3625162. .2 2 Illiimirgfirig 47736.812 6716.M3 2303,982 7738.493 3625162- .215 •IJI 738,8l27 03.932= '. .217WEERIEINEI 736,812 6718.563 EMI .211 KIIIMEEIRII 4736'812 M•91,2 KERNE 6 738.812 6718663 253252 maanni c3,31-i 362, iningmffing 736.812 6716.53 1403.922 Ma C3.3.1-1 36 162. 11111311111M11113111J 753.812 . 2 MI 03.3.1-1 • .1581101116111161113111 7 ,612 6718.5632343.932 A 3831110111 .3.1-1 .156 ,029 36,812 6718.563 03.932 38.493 . 36.1. 3 3825162,.mg Nu 0 y 2 4728,8l267185632303,302 RlSA-3D Version 17.04 [Mt\ \ 1Calcs1P19246 Cantileve Knee00l.r3d] Page 37 Envelope AISI S100-12: ASD Cold Formed Steel Code Checks,(Continued) 0411/481 llepe 0990 Lec1lll LC Shear Dr LC P 24.63 C.7 CmW Crn72 E 70 M70 3625162- .158 2 .029 0 y 2 4736.8125718.533.=3.902 7735 493 1 .6 .6 003.3.1.1 71 M71 3625162" .758 0 2 029 8 y 2 4736.8126718.533 2303,902 7736.493 1 .6 ,6 p3,3.1•1 72 M72 3825162- .159 0 2 .029 9 y 4736,812 6718.533:333.902 7738.493 1 .6 .6 03.3.1.1 73 M73 3626103- .161 0 2 .029 0 y 2 4736,812 6718.563 =5902 7738.493 .6 03.11-1 74 M74 3625182- .162 0 2 .030 it y 2 4736.812 6718.363=3.932 7738.493 _16 ti .6 .6 03.34-1 75 M75 3525162- .161 0 2 .029 3 y 4736.812 6718.563Z333.932 7738.493 1 .6 .6 03.3.91 76 M76 3625162. .153 0 2 .028 0 y 2 4736.812 6718.563 2383.902 7738.493 1 .6 .6 C3.3.1-I 77 M77 3625162.. .133 0 2 .024 0 2 4736.812 6718.51532363.902 7738.493 1 .6 .6 03.11-1 R ISA-3D Version 17.0.4 (MA- 24 Cantilever Kneeviall.taij Page 38 The Steel Network, Inc. SnffClip° CL I www.steelnetwork.com/Product/StifftlipCL StiffClip® CL Floor Tie Material Composition 68mi1 Clip: ASTM A1003/A1003M Structural Grade 50 (340) Type H, STSOH )ST3400 50ksi (340MPa) minimum yield strength, 65ksi (450MPa) minimum tensile strength, 66mil minimum thickness (14 gauge, 0.0713" design thickness) with ASTM A653/A653M G90 (2275) hot dipped galvanized coating. 118mi1 Clip: ASTM 41003/A1003M Structural Grade 50 (340) Type H, ST5OH (ST3401-1): 50ksi (340MPa) minimum yield strength, 65ksi (450MPa) minimum tensile strength, 118mi1 minimum thickness (10 gauge, 0.1242" design thickness) with ASTM A653/ A653M G90 (Z275) hot dipped galvanized coating, "H" Plate: ASTM A27/A27M Grade 65.35 3.5",15' (450-240): 35ksi (240MPa) minimum 07.5" yield strength, 65ksi (450MPa) minimum tensile strength, )4" minimum thickness with ASTM B633 Zinc Plating. The attachment of StiffClip to the primary structure may be made with PAFs, screw/bolt anchors or weld and is dependent upon the base material (steel or concrete) and the design configuration. r235' 1,5" StiffClip CL Allowable Loads Cl (H) Plate The Steel Network, Inc, www.steelnetwork tom *r 0xx00i ta0xwak 1-H6.174-4876 StifC0p" CL362/400, Recommended Allowable Load (Ibs and inches): F1, F2, F3, M1 & Stiffness Stud C1362/400.68 C1362/400.118 C1362/400.118 (H) Yield 4 p12 Screws, Pattern 1 4 Al2 Screws, Pattern 1 9 q12 Screws, Pattern 2 MI® 191 ®754 1108 191 El SD E11111111601 ®® REIM 248 796 11111 68 4 1111131 1131111 R!1!0� 50 450 11191111111E1 Inin BEM 50 59 67 809 856 917 Max Allowable Clip load 1,416 1,917 1,151 1,804 96 Thickness Strength F1 F2 F3 am Stiffness F1 F2 F3 M1 Stiffness F1 F2 F3 M1 Stiffness Mils (ga) (ksi) Ilbs) (Ibs) (Ibs) )inabs) )in•Ibs/rad) (Ibs) (Ibs) (Ibs) (in•Ibs) (fn.lbs/rad) (Ibs) (Ibs) (Ibs) (In•Ibs) lin Ibs/rad) 89 ®15111111 BEM 181111111 Ef11121E11 2,423 4,107 2,225 3,936 60 649 19 109.279 3 936 2B6 980 696 41 ®1111, 53811113EOM raF1FIiFJ 1 187 468 676 85 4 3 646 2 460 3 554 3 459 4 996 6 716 4 415 4.4 6.716 2,598 4,978 5,713 6,716 69,064 StiffClip C1600, Recommended Allowable load (Ibs and inches): F1, F2, F3, M1 & Stiffness Stud 01600.68 C1600.118 C1600.118 (44) Yield 6 412 Screws, Pattern 3 6 412 Screws, Pattern 3 10 P12 Screws, Pattern 4 Thickness Strength F1 F2 F3 M1 Stiffness F1 F2 F3 M1 Stiffness F1 F2 F3 MS Stiffness M''s(ga) )ksi) (Ibs) )Ibs) (Ibs) (in-Ibs))m•Ibs/rad) )Ibs) (Ibs) (Ibs) )in•Ibs)(inlbs/rad) fibs) fibs) fibs) (in•Ibs)(1n•16s/rad) M�1�.x�EM 286 874 1� 286 874 �s �I1 1884 MI �47� 50 413 ���,,11�� 2435 413 ��� 2139 550 /4�537 ®1111 11E1 i fLiLL•1 i 497 22P4 FE1rillCilgl 43 18 SD 538 1880 It11151 538 1880 51111311 718 11211721� MEM 468 11111131 2435 111,480 468 ��� 182,790 624 1171111113111 344,193 IMIEN SO 676 /111115112111 676 264901 1811111111E1 I SD MI/1111151E111 851 3.736 2.225 5-702 113416329FIS73061 97 12 50 ®� , 1� ��� 6 7n2 ��ij 7 • sb �®est3y� am 2435 ��OM ®� 6007 Mac Allowable Clip Load 1,421 2,510 1,067 2,435 2,580 4,107 2,225 5,702 4,158 6,455 6,007 7,306 "StiffClip CL Allowable Load tables and important notes continued on next page. 092014 The Steel Network, Inc. www.steelnetwork.com I 1-888.4144876 S6ffClip°CL I Page54 The Steel Network, Inc. SdffClip° CL I steelnetwork.tcmlProduct/St ClipCl St ffClip' C1800, Recommended Allowable load (Ibs and Inches): F1, F2, F3, M1 & Stiffness Stud CL800.68 C1.800•118 Yield 6 P12 Screws, Pattern S 6 012 Suews, ?MVP 5 Thickness I Stiffness Fi Mils (gal strength (ksiil (Ibs) (Ibs) (Ibs) (in-bbs) (n•Ihs/rad) (Ibs) (Ibs) (Ibs) (il Stiffness Fl F2 F3 n Ibs) (in Ibs/rad( (lbs ®I®2 MCI MI 50 3 HIM 2860 ®®1111111111 2 60 50 f11111 121111!‘ 2 7 60 86 41 468 976 042 107 8 2 860 28 2 B60 68 14 50 2 B60 50 11211121!!l9l1 1E1E1 50 2 662 Max Allowable Clip Load 1,435 2,662 1,077 B60 860 0,779 86 976 41 468 676 EIR 1,1115111131/11911111 11E12666 EOM 26 6 6 582 3 689 8 229 8 229 469.94 r181Nb118 (u) 1R 012 Strums, Pattnn g F2 F3 MI Stiffness (Ibs) (Ibs) (in•Ibs) (in•Ibs/rad) 664 1884 6 80 49 804 ss 624 REM 3 482 029 10128 3943 9858 581,080 MOE 1134 7446 1114 860 3,356 6,410 2,666 8,229 11111 7497 7446 11143 11143 7 446 4,816 8,274 7,446 4 Notes: Load Direction -Allowable load tables incorporate eccentric loading of fasteners. values with welded connection may increase. - Fasten within /" from the angle heel (centerline of the 1%" leg), using pre -drilled holes. -Center hole is.563" in diameter for 'A" anchor. Middle guide holes are.313" in diameter, Outer guide holes and guide holes in 3" leg are .141" in diameter, - ShhffClip Cl resists vertical, horizontal, and torsional loads. • Guide holes are in place for fastener installation efficiency. All guide holes may not require fasteners. Fastener amount determined by the designer. Screw fasteners should be symmetrically placed in guide holes, Refer to screw pattern diagrams below for placement, • Loads listed reflect farce in a single direction, When multiple loads react on the connection, it is the responsibility of the designer to check the interaction of forces. -Allowable loads have not been increased for wind, seismic, or other factors. -Torsional effects are considered on screw group for F2 & F3 allowable loads. It is assumed that half of the torsional moment is taken by the connection to the structure and half is taken by the connection to the stud, • M1 Loads are reported as Max. Load/Factor of Safety. Loads must be limited by serviceability load taken as Stiffn serviceability limit in radians. -Stiffness is the Max Allowable Clip Moment divided by the clip rotation measured at the Max Allowable Clip Moment, Screw Patterns j0 0 0' IQ Q 0 Q 0 j0 0 0 CO o 0 0 0 0 0 0 0 J 4 0 0 0 0 4 0 ° 4 Screws, Pattern 1 9 Screws, Pattern 2 6 Screws, Pattern 3 0 0 0 0 0 0 0 Q 000 0 000' y a a d .a A. ws A 0 10 Screws, Pattern 4 6 Screws, Pattern 5 10 Screws, Pattern 6 0 0 0 0 0 o o 0 Q 0 0 0 be 0 o 0 0 0 0 0 0 a 0 0 0 0 0 0 0° 0 0 0 0 Nomenclature To specify StiffClip CL on drawings, multiply stud depth by 100, followed by the appropriate material thickness, based on strength required (see load tables). The StiffClip CL118(H) utilizes a plate in the 1Ya" leg (shown on page 1). Example: 6" stud, uplift load of 6501b5 Designate: Sal f Clip° C1600.68 Anchor Bolt Design The following equation for tension force in the anchor is derived using the assumed bearing stress distribution shown in the figure to the right, This assumed stress distribution provides a conservative anchor force approximation. M T = (2/3)0°ia/2) 3M liltStiff(Iip CL Serea Blast and Seismic Design data www.steelnetwork.cam " For more information or to review a copy of this report, please visit our website at http://www.steelnetwork.comiSite/TechniealData O Cn 0920141 The Steel Network, Inc. wwwsteelnetwork.com 11-888-474-4876 SbffClip0 CL Page 55 Hllti PROFIS Engineering 3,0.51 Hilti PROFIS Engineering 10.51 www.hllll.com Company: PMA Engineering Page: Address; 6717 Shawnee Mission Pkwy Suile 100 Specifier. Phone I Fax: 91353112621 E•Ma"il; Design: 28 Knee Wall Date: Fastening point Sti6Clic jkomp@pmaengineering.com 10/2212019 Specifier's comments: Sheds 16' o.c. 1 Input data Anchor type and diameter: Hn•HY200+HAS•E1/2 Item number. 385423 HAS 5.8112'x4•II2" (element)12022793 HIT•HY 200•R (adhesive) Effective embedment depth: halms = 2.75D in. (how: • In,) Material; 5.8 Evalual'2on Service Report ESR•3187 Issued I Valid: 411/2019131112020 Proof: Design Method ACI 318.11 I Chem Stand-off installation: ea = 0.000 in. (no stand.off);1 0.500 in. Anchor plate': I, x Ir x 141.750in. x 3.500 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, fo = 3,000 psi; h 4.000 in., Temp. short/long; 32/32 °F Installation: hammer drilled hole, Installation condition: Dry, Installation direction: vertical downward Reinforcement tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge renfo cement: none or c No.4 bar • The anchor calculation is based on a rigid anchor plate assumption. Geometry fin.) & Loading Ib, in.lbl ► DerIgn kola bode IV date and reeds ma) be'tried la coda MPG EndneeNgI c1:0012018 ies AG, FL eAeOng andi9orAend4 baioIIb0 IA www.hlltl,00m Company: PMA Engineering Page: Address: 6717 Shawnee Minion Pkwy Suite 100 Specifier: Phone I Fax: 91383112621 E•Mail; Design: 26 Knee Wall Date. Fastening point; SlibClip 2 jkomp@pmaengineedng.com 10/2212019 1,1 Design results Case Description Forces [lb] I Moments lin.lb] Seismic Max. Util. Anchor [66o1 1 Combination N=0;100;V, 320; rw 49 M,=1,920;Mr=0;Mr=0; Nes'0;Mtsw0;M , 4 0; 1 Load caselResulting anchor forces Load case: Design loads Anchor reactions [Ibl Tension force: Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 1,336 320 0 320 max, concrete compressive strain: 0.37 [%4] max, concrete compressive stress: 1,628 (psi[ resulting tension force in (dy)4(0.00010.000): 1,336 (lb] resulting compression force in (xly)=(0.0001.1.438):1,336 pb] Anchor forces are calculaled based on We assumption of a rigid anchor plate, 3 Tension load Load Nw 116] Capacity I No [lb] Utilization Pa = N ,II Nn Status SteelStrenglh' 1,336 6,688 20 OK Bond Seenglh" 1,336 3,245 42 OK Sustained Tension load Bond Strength' NIA N/A WA NIA Concrete Breakout Failure" 1.336 2,760 49 OK ' highest loaded anchor "anchor group (anchors r lenslon) Iyutdaaan0 m5Nb mull Ca NORD loranlmnxpee the eaRaxg attalc end for plaustay! PROFlS Eryreerha l q 20h7401e 05O AG FL•70.5) Swan HAlb a,e9iimre0 Trademark of 1e0 AO,Sehoan 0 0) 2 .f H)Iti PROPIS Engineering 3.0.51 www,hllli,com Company: Address Phone I Fax: Design: Fastening point 3.1 Steel Strength N„ ESRvalue ¢ N e N. PMA Engineering Page: 6717 Shawnee Mission Piney Suite 100 Specifier: 91383112621 E-Mail: 29 Knee Wall Date; SIi9Clip j komp@pmaengineering.com 10i22.f2019 refer to CC -ES ESR-3187 ACI 318-11 Table D.4.1,1 Variables AWN [in!] fNe (psi] 0,14 72,500 Calculations NN IIb1 10,290 Results N., [lb] 10,290 rea 0.650 N„Ilbl N.[1b1 6,686 1,336 Hilti PROM Engineering 3.0.51 www,hilli,com Company: PMA Engineering Page: Address: 6717 Shawnee Mission PO/ Suite 100 Specifier: Phone I Fax: 91383112621 E-Mail, Design: 2ft Knee Wall Dale, Fastening point: StirfCto 4 jkoinp@pmaengineerIng.com 1012212019 3.2 Bond Strength Ne (A— ) W (oui W,0Ns Nea ¢ N, 2N„ AN, sae ACI 316.11, Part D.5.5.1, Fig. RD.5.5.1(b) Aria ' (2 one) 2 cNe =10d, 11oa 0,N, =0,7t0.3(`r)51.0 0sa,Ne°MAK(`01c , )51.0 N„ 'le't, 'o'da.119, Varlables 0,500 ACI31$11 Eq. (D-18) ACI 318-11Table D.4.1,1 ACI 318-11 Eq. (D)20) ACI 318-11 Eq, (D-21) ACI 318-11 Eq. (0-25) ACI 318-11 Eq. (0.27) ACI318)11 Eq. (D.22) he11N.) 0a,min[(n.1 2,750 Calculations c,, (in,) AH. [in.1 naea Iim2) e Na 7.136 203.68 203,68 1.000 W co Noe [1b) 1A00 4,993 Results N,(111 0bet ¢ N,[1) N„(Ibl 4,993 0.650 3,245 1,336 aN4mearl Tkc[Psll 1,000 1,156 !evil date one result)mug had4d[d 6r confermilywi0 Ue ertie&np rrop0'6nnsaMMrplou2849 Input Oki and results must be checked l mei/mirywtil the exlsees mn0lions err Ia plau9G0ry1 PP0F1S Engineering tc) 2003-2018 He AG, FL-94ad Sanaon Hill, 102004i11CredTrodemarkot Hs8AG, Scheer, P0OFIS Erg0eedng( c)2003-2018 he0 AG, Ft-9491Scnaen Hilt i9 alegislered Trademark othitli AG, Scene 0 4 0) CO Hilti PROFIS Engineering 3,0.51 Hllti PRDFIS Engineering 3.0.51 www,hilll,com Company: PMA Engineering Address: 6717 Shawnee Mission Pkwy Suite 100 Phone I Fax: 91363112621 Design: 2ft Knee Wall Fastening point: StiffCl'ip Page: Specifier: E•Maih Dale: jkomp@pmaengineering,com 10/2212019 3.3 Concrete Breakout Failure 1,0 Variables hx [in] ACI 318.11 Eq. (D-3) ACI 318.11 Table 0.4.1.1 ACI 318.11 Eq, (0.5) AC1318.11 Eq.(D•10) ACI 318.11 Eq. (D-12) ACI 318.11 Eq. (D-6) 2.750 Cakulations Axr lip 21 68.06 Results N,„lb) 4,246 1.000 6,151 17 1,000 3,000 AHmGn I Ved,x V<pa 68.06 1.000 1.000 4,246 4 Nm (lb) N. (Ib) 0,650 2,760 1,336 Ne [lb] www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point PMA Engineering 6717 Shawnee Mission Pkwy Suite 100 91383112621 2ft Knee Wall StiflCGp Page: Specifier: E-Mail: Date: jknmp@pmeengineering.cam 10/22/2019 4 Shear load Load V.[1b) Capacity$ bj Utilization [!v=Va,1$V Status Steel Strength' Steel failure (with lever arm)' Pryoul Strength (Concrete Breakout Strength controls)" Concrete edge failure in direction " 320 3,705 NIA N/A 320 5,945 NIA ' highest loaded anchor "anchor group (relevant anchors) 4.1 Steel Strength V. A(0,6As„y(u) 4 Vry a Vw Variables 7 Akvfla ) 0.14 Calculations V. (lb] 6,175 Results V. [lb] 6,175 refer le ICC•ES ESR•3187 ACI 318.11 Table 0,4.1.1 f. [psi] (0.6 A0e,u Iw) [lb) 72,500 6,175 $ ved 0.600 4 Vsa !'bl V. nbl 3,705 320 NIA 9 N/A 6 NIA OK NIA OK NIA Inputdela ar4 ie-ue must Io, cnede0 for mnlonrioywin the eatrbng mrd0om and for pleus@ikryl Inputdata end mulls must be checked for szslosmiAtrvx N6 align; mndit@ns and lot gamlbblryl PROFISEng"e,eermgl c l7W3-201(1 HII6 AG, FL'9794 Wain PINisa registered Trademark al Hilo AG,Sclaan P.ROFIS Engineering l c)20012018 KIS AG,F1.e91Schean HIS Is regis@reo Trademark al HIS AG, SNaen 6 to C:2121 Hiltl PROFIS Engineering 3.0.51 www.hiltl.com Company: Address: Phone I Fax: Design: Fastening point: PMA Engineering 6717 Shawnee Mission Pkwy Suite 100 9138311262 2ft Knee Wall Stif8Clip Page: Specifier: E-Mail: Date: jkornp@pmaengineering.com 10122/2019 4,2 Pryoul Strength (Concrete Breakout Strength controls) V" kW [ir—)want yaN Wrp.N N4) ACI318.11 Eq.ID-10) VW z VYe ACI 318.11 Table D.4,1.1 Ante see ACI 318.11, Pad D.5.2.1, Fig. RD.5.2.1(b) ANC = 9 hi1 ACI 318.11 Eq. (D.5) w�u=0,7+0.3(c h )51.0 ACI 318-11 Eq. (D-10) 9 „x = MAX(aI °° 1 ��e1) 51.0 ACI 318-11 Eq. (D-12) Nn -kek ACI 318-11 Eq. (D-6) Variables k°p 2 he,Pnl ca,m°lint coca 2.150 1.000 ke ),a [PSI 6.151 17 1.000 3,000 Calculations A Bo) ANa [In'1 w ear, wop.N 68.06 68.06 1.000 1.000 Results VWIlbl 4waem 4VrePbl wusIbl 8,493 0.700 5,945 320 5 Combined tension and shear loads PN Pv 0.484 0.086 PNv'P+P"1 513 N4 [Ibl 4,246 UtilizationPNv[%j Status 32 DK Input dela end reset mml be checked for conlmmlh con the elsang carnations and for pteusi0.ldyl PROWSEnpineennp ct4W3-20113kali AG, FL4494 Schaal 9I is a registered T2dessmk of RII4 AG, Scaan Hilti PROFIS Engineering 3.0.51 wwwhilti.com Company: Address: Phone I Fax: Design: Fastening pant: PMA Engineering 6717 Shawnee Mission Pkwy Suite 100 91383112621 2f1 Knee Wali SfiffClip Page: 8 Specifier: E-Mail: jkomp@pmaenglneering.com Dale: 10/22/2019 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2018, ETAG 001/Annex C, EOTA TR029 etc.). This means load re -distribution on the anchors due la elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate Thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carded out by PROFIS Engineering, Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. • For additional information about ACI 31B strength design provisions, please go to haps:lsubmittals.us.h'hi.comIPROFISAnchorDesignGuidel • Installation of Hilli adhesive anchor systems shall be performed by personnel trained to install Hill' adhesive anchors. Reference ACI 318.11, Pad D.9.1 Fastening meets the design criteria! boll data and results mwl be chec0M Ia colon* w0 me wring conditions one for plamih11191 PROM Engineering I ) 2g03.2018 Nlld AG, FL.e49e Schwan Ril4 is a reglsa:ed rmdema2al Ri14 AG, Schoen 0 8 0 M1LT1 Hilti PROFIS Engineering 3.0,51 www.hil1Lcom Company: Address: Phone I Fax: Design: Fastening point: PMA Englneedng 6717 Shawnee Mission Pkwy Suite 100 91383112621 20 Knee Wall SlifClip Page: Specifier: E-Mail: Date: 9 jkomp©pmaengineenng.com 10/222019 7 installation data Profile: no profile Hole diameter in the 6xhue: dr o 0.563 in. Peale thickness (input):0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use Is required 1/2 HOG HAS Carbon steel threaded rod with Hilli HIT•HY 200 Safe Set System 7,1 Recommended accessories Anchor type and diameter: HIT•HY 200 + HAS-E 1/2 Item number. 385423 HAS 5.8112•e4.12' (element) / 2022793 HIT4HY200-R (adhesive) Installation torque: 360 in.Ib Hole diameter in the base material: 0.563 in. Hole depth In the base material: 2.750 in. Minimum thickness of the base material:4,000 in. Drilling Cleaning Setting • Suitable Rotary Hammer • Compressed alrwith required accessories • Dispenser including cassette and mixer • Properly sized drill bit to blow from the bottom of the hole • Torque wrench • Proper diameter wire brush Coordinates Anchor In. A,nchcr x y 1 0,000 0000 • cer Inpaidote aw regent meal ea [healed Icrmnkndry wan the edaang czneleane and Iv plausldliryl P0OF1S Enginaerce l c l 200}70191ne AG,FLAO Scheer Nil if a ragmmedTrademah al lath AG, Schean [Z1EZ Hilti PROFIS Engineering 3.0.51 www,hilli,com Company: Address: Phone I Fax: Design: Fastening point: PMA Engineering 6717 Shawnee Mission Pkwy Suite 100 91383112621 28 Knee Wall Stif9Clip Page: 10 Specifier: E•Mail: ikomp@pmaeneineenng,com Dale: 101222019 8 Remarks; Your Cooperation Duties • My and all information and data contained in the Software concern solely the use of Hilli products and are based on Me principles, formulas and security regulations in accordance with Hilti s technical directions and operating, mounting and assembly instructions, etc., that must be slnctly complied with by the user, All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant HIM product the results of the calculations carried oul by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for you specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, If applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying oul manual updates via the Hilli Website. Hilli will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. input data and rends muff he Necked for ceddmerywlh the exearg eeee5enn end for paudde7N PROM Enpreering l c ;remote H10 AG,FL•9494 Scheel; H5t is a regtelered iradamanol Hilt) AG, Schoen a 10 072 PMA %wo" ENGINEER: CHECKED: ��y]C]'y]�����^�N� _ ��� � ��JLD DATE: 10/2212019 DATE: P10243'AMC [MAX Suudhoan0er18.Xud.1.Tukwila, VVA SHEET: 1 OF I Metal Stud Wall Projection Port Opening Input Wall Height = Stud Spacing = Opening Width = T.[lOpnOHt= Lateral Live Load = 2lOft 18ino/c. 5.82 h 573ft 5.0 pmf / Calculations Header: wo= Exist Gypsum (4layers) Exist Metal Studs @16^o.o. Miscellaneous Total Dead Load = ' ^T` � ` 8.Upsf 3.0 psf 3.Upsf 14.0 psf Wn= 105818|b-ft = 12.71 k-in Therefore, Min Studs: (2) 362S16243 M8)~ 14.68 k-in ML= 341.57|b4t =4.10k-in Therefore, Min Tracks: (2) 862T12543 M/o~ 9.68 k-in /\- 0.18|n = U438 , U248 OK 0.07in = U1015 ^ L/240 ON Cripple: Byinspection (1)Cripple Stud, 362G1h2-43(min)adequate 24,6pK K3L= 1025.33|b-ft. = 19.51 k-in -s��� �-- - 8^ ^L�4O ===> »�"= -'- ,12, 240 384°E°| L°12 - -- - IfJambs are: 400S162-54 M8nnf1stud = 14f0k-in Required # for Moment Capacity = 2 Required # for Deflection Limits = 5 °°weta|Stud &TEKScrew Capacities From SSmmProduct Technical Guide (ESR 3064) Printed on: File Name: P19248AMC Calculation Tamplate_UpdotedO8'15'201S 10/2212019@10:43 AM! Sheet: New Wall Opening Page 1cf1 073 . . PMAI �����[]������y]�� Engineering ^^^^ cn ENGINEER: JLD DATE: 10/9/2019 CHECKED: DATE: PROJECT: PiQ243'AMC |MAXSouthoonh» 1G.Aud.i.Tukwila, VVA PAGE:1 SHEET:1 OF Wall Mounted Hand Rail Live Load (Handrail Syatemo): Per ASCE 7-10 Table 4-1 Concentrated Load = 200.0|b Evaluate P, as horizontally applied live load: Use (3)1/4"0APowers Toggle Bolts for attachment: Bracket has 3 toggle bolts 663 lb / toggle bolt Tension capacity per layer uf1/2"gypsum board: T/U= 60.0|b /1/2" layer ofgypsum x3 layers = 180.0 |b 1O0.0|b Evaluate P, as vertically applied live load: Distance between toggle bolts, d= Handrail distance from wall, a= &1u=Pxe= Couple Force =T.�lie^=M/ = Direct Shear, Vanmmu= 3]Jin 1.5in 3U0|b-in 100.0 |b 200.0 |b Tension & Shear capacity per layer of1/2^gypsum board: Tension capacity, T80= GO.U|b x3layers = 180.0|b Shear capacity, V82= 80.0|h x3layers = 180.0|b Unity Check onWorst case Toggle Bolt: Unity= /2Appuoo/_ \f/K^PPuso/_In \= 100.0 |b + 067|b 180.0 |b 180.0 |h = �%�/�T|���J ��^—�� / /��/n per bolt(s) = 100.0|b/au K K Phnbedon: File Name: P18243AMC Calculation Tomp|ata_UpdabedU8-15-201Q 10/982019@4:35PM Sheet: Wall Mount Hand Rail Page 1 of 1 GENERAL INFORMATION DEWALT ERGINEERM BY GENERAL INFORMATION TOGGLE BOLT Hollow Wall Anchor PRODUCT DESCRIPTION The Toggle Bolt is a spring wing type hollow wall anchor designed for use in block, wallboard, plaster, plywood as well as and other hollow base materials. The Toggle Bolt is a two-part assembly consisting of a machine screw and a spring wing toggle. Sizes range from 1/8" diameter to 1/2" diameter in various lengths with combo round, flat mushroom, tie -wire or slotted hex head styles. FEATURES AND BENEFITS + Adjustable to accommodate various wall thickness up to 2-1/2" + Easy to use and works in a variety of base materials MATERIAL SPECIFICATIONS Wing Carbon Steel 1/8' - 3/8" Trunion Nut Carbon Steel 1/2" Trunion Nu Zamac Alloy Bolt Carbon Steel Zinc Plating ASTM B633, SC1, Type III, (Fe/Zn 5) INSTALLATION SPECIFICATIONS Dimensions Anchor Diameter 1/8" 3/16', 1/4" 5/16" 3/8" 1/2" Minimum Drill Bit Size (in.) Wall Board 3/8 1/2 5/8 7/8 7/8 1-1/4 Hollow CMU 1/2 9/16 3/4 7/8 1 1-1/4 Wing Clea ance (in.) 1-1/16 1-3/8 1-1/2 2-1/8 2-1/8 Thread Size (UNC) 6-32 10-24 1/4-20 5/16-18 3/8-16 1/2-13 INSTALLATION GUIDELINES SECTION CONTENTS General Information......... ........ Installation G u i deli nes..... , ......... 1 Performance Data 2 Ordering Information 3 TOGGLE BOLT ANCHOR MATERIALS • Carbon Steel ANCHOR SIZE RANGE (TYP.) • 1/8" diameter x 2" length to 1/2" diameter x 4" length SUITABLE BASE MATERIALS • Wallboard • Plaster • Hollow Concrete Masonry Drill the required hole through the base material. In denser materials such as masonry, drill the hole 1/16" larger. V1138 - 11%8N30 8 lO? Insert the bolt through the fixture to be fastened, thread on wings, then fold the wings completely back and insert through the hole until wings spring open. Pull back on assembly to hold the wings inside the wall to prwent the wings from spinning while tightening bolt. Tum the bolt with the screwdriver until firmly tightened. _DE A LTenm DEWALT. ENGINEERED al'owers PERRAMANCE DATA 7 PERFORMANCE DATA Ultimate Load Capacities for Toggle Bolt in Wallboard' Anchor 3/8" Wallboard 1/2" Wallboard 5/8" Wallboard 3/4" Wallboard Dlameter Tension Shear Tension Shear Tension Shear Tension Shear In. (mm) lbs. OM lbs. NO lbs. O(N) lbs. (kN) Ibs. lbs. (kN) lbs. (kN) lbs. (kN) 1/8 115 120 150 135 190 180 220 210 (3.2) (0,5) (0.5) (0.7) (0.6) (0.9) (0.8) (1.0) (0.9) 3/16 130 140 185 190 235 235 290 280 (4.8) (0.6) (0.6) (0.8) (0.9) (1.1) (1.1) (1.3) (1.3) 1/42 215 210 235 235 265 260 315 300 (6.4) (1.0) (0.9) (1.1) (1.1) (1.2) (1.2) (1.4) (1.4) 5/16 240 240 250 280 275 300 320 340 (7.9) (1.1) (1.1) (1,1) (1.3) (1.2) (1,4) (1.4) (1.5) 3/8 245 250 255 295 290 315 340 355 (9.5) (1.1) (1.1) (1.1) (1.3) (1.3) (1,4) (1 .5) (1.6) 1/2 255 275 325 315 390 375 415 400 (12.7) (1.1) (1.2) (1.5) (1.4) (1.8) (1.7) (1.9) (1.8) 1. Ultimate load capacities are provided for reference and must be reduced by a minimum safety factor of 4 0 or greater to determine allowable working loads. 2. Data for the 1/4" diameter also applies to the 1/4" Tie -Wire Acoustical Toggle, Allowable Load Capacities for Toggle Bolt in Wallboard' Anchor 3/8" Wallboard 1/2" Wallboard 5/8" Wallboard 3/4" Wallboard Diameter Tension Shear Tension Shear Tension Shear Tension Shear in. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (1,21) (kN) (kN) (kN) (kN) WO (kN) (kN) 1/8 30 30 40 35 50 45 55 55 (3.2) (0.1) (0.1) (0.2) (0.2) (0.2) (0.2) (0.2) (0.2) 3/16 35 35 45 50 60 60 75 70 (4.8) (0.2) (0.2) (0.2) (0.2) (0.3) (0.3) (0.3) (0.3) 1/42 55 55 60 60 65 65 80 75 (6.4) (0.2) (0.2) (0.3) (0.3) (0.3) (0.3) (0.4) (0.3) 5/16 60 60 65 70 70 75 80 85 (7.9) (0.3) (0.3) (0.3) (0.3) (0.3) (0.3) (0.4) (0.4) 3/8 60 65 65 75 75 80 85 90 (9.5) (0.3) (0,3) (0.3) (0.3) (0.3) (0.4) (0.4) (0.4) 1/2 65 70 80 80 100 95 105 100 (12.7) (0.3) (0,3) (0.4) (0.4) (0.5) (0.4) (0.5) (0.5) 1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. 2. Data for the 1/4" diameter also applies to the 1/4" Tie -Wire Acoustical Toggle. Ultimate and Allowable Load Capacities for Toggle Bolt in Hollow Concrete Masonry' 2 Andsor Dlamebm In. (mm) f'm ? 1,500 psi (10.4 MPa) Ultimate Load Allowable Load Tension lbs. QM) Shear lbs. PEN) Tension (bs. OM) Shear lbs. Poi) 1/8 195 180 40 35 (3.2) (0.9) (0.8) (0.2) (0.2) 3/16 250 355 50 70 (4.8) (1.1) (1.6) (0.2) (0,3) 1/4' 350 595 70 120 (6.4) (1.6) (2.7) (0.3) (0.5) 5/16 430 680 85 135 (7,9) (1.9) (3.1) (0.4) (0.6) 3/8 710 705 140 140 (9.5) (3.2) (3.2) (0.6) (0.6) 1/2 1,160 800 230 160 (12.7) (3.2) (3.6) (0.6) (0.7) 1. Tabulated load values are for anchors installed in minimum 6-Inch wide, Grade N, Type II, medium and normal -weight concrete masonry units. 2. Allowable loads are based on average ultimate values using a safety factor of 5.0. 3. Data for the 1/4" diameter also applies to the 1/4" Tie -Wire Acoustical Toggle. 2018 DEWALT-RVA ICAL GUIDE -WALL A 1-800-4 DEWALT /11111=1111111111111111111M111111111111111111511 ORDERING INFORMATION DIMMED er ers ORDERING INFORMATION Mushroom and Slotted Hex Head Toggle Bolt Catalog Number Anchor Size Drill Diameter Standard Box Standard Carton MH SHH 4023 - 1/8'' x 2" 3/8" 50 500 4033 4038 1/8" x 3" 3/8" 50 500 4043 — 1/8" x 4" 3/8" 50 500 4133 3/16" x 3" 1/2'' 50 500 4143 — 3/16" x 4" 1/2" 50 500 4233 1/4" x 3" 5/8" 50 500 4243 1/4" x 4" 5/8" 50 500 MH = Mushroom Head SHH = Slotted Hex Head Round and Flat Hex Head Toggle Bolt Catalog Number Anchor Size Drill Diameter Standard Standard Carton Round RatBox 4021 1/8' x 2" 3/8" 50 500 4031 1/8" x 3" 3/8" 50 500 4041 1/8" x 4" 3/8" 50 500 4121 — 3/16'1x 2" 1/2" 50 500 4131 4132 3/16" x 3" 1/2" 50 500 4141 4142 3/16" x 4" 1/2" 50 500 4151 3/16" x 5" 1/2" 50 500 4161 — 3/16" x 6" 1/2" 50 500 4231 4232 1/4" x 3" 5/8" 50 500 4241 1/4" x 4" 5/8" 50 500 4251 — 1/4" x 5" 5/8" 50 500 4261 1/4" x 6" 5/8" 50 500 4341 5/16" x 4" 7/8" 25 250 4431 3/8" x 3" 7/8" 25 250 4441 3/8" x 4" 7/8" 25 250 4451 3/8" x 5" 7/8" 25 125 4461 3/8" x 6" 7/8" 25 125 4541 1/2" x 4" 1-1/4" 25 25 Toggle Wings Only Catalog Number Anchor Size Drill. Dia. Std. Box. Std. Carton 4000 1/8" 3/8" 100 500 4020 3/16" 1/2" 100 1,000 4220 1/4" 5/8" 100 1,000 4330 5/16" 7/8" 50 500 4430 3/8" 7/8" 50 500 4540 1/2" 1 1/4" 25 25 Tie Wire Acoustical Toggle Catalog Number AChOT S Tie Wire Hole Size Drill. Dia. Std. Box. Std. Carton 4247 1/4" x 4" 7/32" 5/8" 100 100 4257 1/4" x 5" 7/32" 5/8" 100 100 0 WWW.DEWALT.com 077 / PMA Engineering ENGINEER: JLD CHECKED: PROJECT: DATE: 10/9/2019 DATE: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA PAGE: 1 SHEET: 1 OF 2 Floor Mounted Hand Rail 2.00 ft (max) 0.50 in bearing Design Connection for Typical Handrail Design Supports @ 48" o.c. Max P (any direction) = 1) 200 lbs 2) 50 plf @ 4.0 ft = 200 Ibs Moment = Ph = 400.0 Ib-ft (Service Level) Typical Baseplate is 6.00 in with anchors 0.75 in in from end Assume 0.50 in bearing in compression, le moment arm, d = 5.00 in Tension = M/d = 960 lbs (Service Level) 3 anchors each side Tension in EA anchor = 320 Ibs (Service Level) Shear force shared equally among remaining anchors Shear in achors = P/n 67 Ibs (Service Level) Attachment @ New Floor: Sheet metal #14 Screw through (2) 3/4" plywood Conservatively use values for 1 1/8" embedment (DT = 790 Ibs Reduce capacity by factor of safety = 5 ;1 Utilize Impact Factor = 2 :1 Tin = 316.0 lbs < 320 lbs NG Screw also embeds in 18 ga (43mi1) metal deck T/0 = 144 lbs Total tensile capacity = 460.0 Ibs > 320 Ibs OKAY ** 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. Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/9/2019@4:49 PM Sheet: Floor Mount Hand Rail Pagel of 2 078 / PMA Engineering ENGINEER: JLD DATE: 10/9/2019 PAGE: 1 CHECKED: DATE: SHEET: 2 OF 2 PROJECT: P19243 - AMC IMAX Southcenter 16, Aud. 1, Tukwila, WA Floor Mounted Hand Rail Design Connection for Typical Handrail Cont'd Tube: Moment in Post = 400.0 Ib-ft (Service Level) Use: HSS 1.66 x 0.14 M/D = 639.0 Ib-ft OKAY @ 4ft on center Weld Tube to Plate: Baseplate: Tube Circumference = u D = 5.215 in Tension in weld = M/d = 2891.6 Ibs (Service Level) (where d = D/12) Fln/n. = 0.928(10(µ)(D) For 1/8" weld: 1.558 in of weld Required Half of weld to take tension: 2.61 in Half Tube Circumference OKAY Half of weld to take shear: 2.61 in Half Tube Circumference OKAY ** USE 1/8" FILLET WELD ALL AROUND POST MINIMUM** 0.75 in 0.75 in Bending in Plate: 6.0 in M =T*s = 1363.20 Ib-in 1.36 k-in plate Fy = 36 ksi plate thickness required = t t tpl(min) = 0.21 in 6.67M Fy(b) ** USE 1/4" BASEPLATE ** Printed on: File Name: P19243 AMC Calculation Template_Updated 08-15-2019 10/9/2019@4:49 PM Sheet: Floor Mount Hand Rail Page2 of 2 079 PMA I Engineering ENGINEER: TAM DATE: 10/11/2019 PAGE: 1 CHECKED: PROJECT: DATE: AMC IMAX Theater - Template SHEET:1 OF Design Support for Ceiling Speakers From Manufacturer's Cut Sheet: (see attached) Speaker Supported by (4) chains (By IMAX) Steel Frame: 1/2" ASTM A36 Rod: 22" x 22" Frame min HSS 2x2x3/16 Weight of Assembly 88 Ibs Conservative Design Weight 200 Ibs 1.4 x Weight of Assembly 280 Ibs P= 70.0 Ibs L= 1.8 ft M43 = 1830.0 lb-ft (AISC Pal 3-13) Conservatively apply PL from chains at center of steel member: M = PU4 = 128.3 lb-ft Welds: 1/8" min welds R/D = (.928)(2)(1.5 in R/O = F„Ab/2.0 = (AISC J3-11 where: F„=.75(F„) = 43.5 ksi Ab=Trr2= 0.196in^2 11.1 k Size Unistrut to Span Between Existing Framing Use P1001 Unistrut Load is shared between (2) pieces of Unistrut Conservatively treat as PL @ center Check for Max unbraced = 12.0 ft Max Allowable Load = 800 Ibs 0,7 0.5 280.0 Ibs High Seismic Yes < required for high seismic locations to utilize exception 13.5.1 > HSS2x2x1/16 TURF SIEEL En Eo 2' ((VP C 12 DIA AaO THREADED STEEL ROD THROUGH FRAME (3 LOCATIONS} ni DOUBLE i/_ DIA NUTS, WASHERS, 8 MIN (31' THREAD PROTRUSION OPPOSITE SIDE. AFTER BOSTALLATION #00404 m LY t)Ahtn0E THREADS TO PREVENT LOOSEIDNO 1830.0 lb-ft Tube OK 280.0 Ibs Welds OK 4.3 k >= 280.0 Ibs Rods OK (lateral bracing reduction factor) (conservatively treat as point load at center of span) >= 140.0 lbs Unistrut OK for deflection I/240 420 lbs 0.8 (conservatively treat as point load at center of span) 336.0 Ibs >= 140,0Ibs Unistrut OK For Cantilever up to: 3.0 ft Max Allowable Load = 3190 Ibs 0.12 (cantilever, concentrated load at end) 382.8 lbs >= 140.0 lbs Unistrut OK Nut w/ 1/4" square washer: Pullout Strength = 2000 Ibs >= 93.3 Ibs OK Per threaded rod (3) Joist/Beam Clamp: P2786 - Capacity = 1000 Ibs >= 280.0 Ibs OK Full load applied due to -cantilever effects Vibration Isolator: Mason Industries HUB -White Capacity = 180 Ibs >_ 93.3 Ibs Isolator OK (split between 3) 080 PMA I Engineering ENGINEER: CHECKED: PROJECT: TAM DATE: 10/11/2019 DATE: AMC IMAX Theater - Template PAGE: 1 SHEET: 1 OF 1 Seismic Design Considerations Component Being Analyzed: Ceiling Speakers Per section 13.5.1, Architectural components can be excluded from the seismic design and relative displacement requirements, provided they meet all off the exception criteria, 1.) The design accounts for 1.4 x weight acting down and horizontal. The previous calc accounted for the downward load and the following talc accounts for the horizontal. 2.) The architectural component shall cause no consequential damage, per section 13.2.3. This requires the HSS tube frame to be below the ceiling 3.) The chain connection allows for a 360range of motion. Seismic Design Load Per 13,5.1 Horizontal Load 1.4 x Weight 280,0 Ibs Number of cables in each direction 1 USE: 1/4 x 19 Cable Cable Check Working Strength 12.00 Ibs >CI @ 45.0 degrees Ult Capacity: 6000 lbs Capacity is conservative Safety of Factor: 5 Working Strength: 1200 Ibs Load Result 396 lbs OKAY 13.5.1 General Architectural components, and their supports and attachments, shall satisfy the requirements at this section. Appropriate coefficients shall be selected from Table I 3.5- I. EXCEPTION: Components supported by chains or otherwise suspended from the structure are not required to satisfy the seismic force and relative displacement requirements provided they meet all of the following criteria: 1. The design load for such items shall be equal to 1.4 times the operating weight acting down with a simultaneous horizontal load equal to 1.4 times the operating weight. The horizontal load shall be applied 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. Tension in wire = 396 Ibs Typical in open space 081 ( / PMA 'Engineering ENGINEER: TAM CHECKED: PROJECT: DATE: 10/11/2019 DATE: AMC IMAX Theater - Template PAGE: 1 SHEET: 1 OF 3 Design Support for Single Side Speakers From Manufacturer's Cut Sheet: (see attached) High Seismic Yes Weight of Assembly 88 lbs Conservative Design Weight 200 Ibs 1.4 x Weight of Assembly 280 Ibs <required for high seismic locations to utilize exception 13.5.1 Speaker Supported by (4) chains (By IMAX) P= 70.0 Ibs Steel Frame: 1/2" ASTM A36 Rod: 24" x 20" Frame min HSS 2x2x3/16 IS' OA APE TORESOES STEEL ROXTFP.006-I - (e LOS,OTONT)w/ SOUISE or Oa OOPS VSASHESIS MOON (St ITIPEAD FRO-RUSICI. OPPOSITE SCE , AFTES IFISTALUTOP ROT en TWEEDS TO FREVENT LOOSONIIS SCE G'=ASFR FRMF RAN L= 2,00 ft (Conservatively neglect crosspiece) Min = 1830.0 lb-ft (AISC TV 3-13) STEEL (POO Conservatively apply PL from chains at center of steel member: M = PL/4 = 70.0 Ib-ft <= 1830.0 lb-ft Tube OK Welds: 1/8" min welds R/0 = (.928)(2)(1.5 in)(4 sides) = 11.1 k >i= 280.0 lbs Welds OK RIO = FnA,/2,0 = 4.3 k >= 280.0 Ibs Rods OK [AISC Jai! where: Fr, =.75(Fi) = 43.5 ksi A, frr2= 0.196 in^2 Size Unistrut to Span Between Existing Framing Use P1001 Unistrut Load is shared between (2) pieces of Unistrut Conservatively treat as PL @ center Check for Max unbraced = 12.0 ft Max Allowable Load = 800 Ibs 0.7 0.5 280.0 lbs (lateral bracing reduction factor) (conservative)y treat as point load at center of span) >= 140.0 lbs Unistrut OK for deflection I/240 420 lbs 0.8 (conservatively treat as point load at center of span) 336.0 lbs For Cantilever up to: 3.0 ft Nut w/ 1/4" square washer: Joist/Beam Clamp: Vibration Isolator: Max Allowable Load = 140.0 lbs Unistrut OK 3190 lbs 0.12 (cantilever, concentrated load at end) 382,8 lbs >= 140.0 lbs Unistrut OK Putout Strength = 2000 lbs P2786 - Capacity = 1000 lbs Mason Industries HOB -White Capacity = 180 lbs >= >P7. 70.0 lbs OK Per threaded rod (4) 280.0 lbs OK Full load applied due to cantilever affects 70.0 lbs Isolator OK (split between 4) 082 PMA Engineering ENGINEER: TAM CHECKED: PROJECT: DATE: 10/11/2019 DATE: AMC IMAX Theater - Template PAGE: 1 SHEET: 2 OF 3 Design Seismic Design Force Component Being Analyzed: Side Speaker Per section 13.5.1, Architectural components can be excluded from the seismic design and relative displacement requirements, provided they meet all off the exception criteria. 1.) The design accounts for 1.4 x weight acting down and horizontal. The previous Gale accounted for the downward load and the following calc accounts for the horizontal. 2.) The architectural component shall cause no consequential damage, per section 13.2.3. This requires the HSS tube frame to be below the ceiling 3.) The chain connection allows for a 360° range of motion. Seismic Design Load Per 13.5,1 Horizontal Load 1.4 x Weight 280.0 lbs Attach Tube Frame to Wall P1000 Unistrut: P/0 = Distance from Wall = 1.0 ft L 1*(2^.5) = 1.4 ft 3550.0 lbs 13.5.1 General Architectural components, and their supports and attachments, shall satisfy the requirements of his section. Appropriate coefficients shall be selected from Table 13.5-1, EXCEPTION: Components supported by chains or otherwise suspended from the structure are not required to satisfy the seismic force and relative displacement requirements provided they meet all of the following criteria: 1. The design load for such items shall be equal to 1.4 times the operating weight acting down with a simultaneous horizontal load equal to 1.4 times the operating weight.. The horizontal load shall be applied 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. SECTION => Say 2.0 ft 280.00 lbs OKAY Attach Unistrut Braces with P1546 & P1186 By Inspection, Connections okay 140,0 Ibs per side Back P1000 Unistrut Distributes load to wall 1690.0 lbs @ 2ft 1.0 lateral bracing reduction 0.5 unistrut 0 2 supports 845.0 Ibs >= 280.0 Ibs Unistrut OK Attach with 1/4" x 1 1/2" Simpson SDS Heavy -Duty Connector Screw T/c/ = 194 lbs Min No. of Screws = 2 V/0 = 288 lbs Min No. of Screws = 1 Attach 5/8" Plywood to distribute load (across 4 studs) #10 Tek Screw = Min No. of Screws = 4 84.0 Ibs < Controls (in 33rnil stud, pull out controls) 083 PMA Engineering ENGINEER: TAM CHECKED: PROJECT: DATE: 10/11/2019 DATE: AMC IMAX Theater - Template PAGE: 1 SHEET: 3 OF 3 Design Seismic Design Force Number of cables in each direction 2 USE: 10 gage Cable Check Working Strength 200 Ibs Tension in wire @ 45 degree = 198 Ibs Typical to limit speaker swing toward wall Ult Capacity: 1000 Ibs Capacity is conservative Safety of Factor: 5 Working Strength: 200 lbs Check Wall Studs h12 h/2 Load Result 198lbs OKAY Wall studs must be able to resist 5.0 psf LL Assume studs at 16 in o.c. w = 6.67 plf V = 143 Ibs M = 1541 Ibs Split load between (4) studs V= 1/2'1.4'Wt= Pma. = M4/L = Verify existing stud capacity Stud Size 6005162-33 Vas= 638 lbs Mad = 789 Ibs 70.0 Ibs 143.3 Ibs Wall OK 70 lbs Stud V OK 753 lb-ft Stud M OK (Load applied at the middle of the stud) 084 TH EATRE DEVELOPMENT IMAX Side and Ceiling Speakers (TYP) TECHNOLOGY Digital Ceiling & Side Wall Immersive Loudspeaker (pin 107660-01) LOUDSPEAKER SIZE LxWxH 24"x13"x24" [0.6x0.33x0.6 m] LOUDSPEAKER WEIGHT 40 kg (88 Ibs) SHIPPING CRATED WEIGHT 185 kg (400 Ibs) (4 speakers per crate) SHIPPING CRATED SIZE 42"L x 48"W x 36" H [1.06x1.22x0.91 m] ELECTRICAL SERVICES REQUIRMENTS POWERED BY IMAX AMPLIFIERS IN ELECTRICAL RACK SERVICE CLEARANCES 300 mm (12") AT FRONT AND BACK POWER RATING 500 watts rms FREQUENCY RANGE 70 Hz to 20 kHz October 31, 2014 INS-RF-0612 revA P1000 & P1001 Channels UNISTRUT P1000 - BEAM LOADING Span In Max. Allowable Uniform Load Lbs Defl. at Uniform Load In Uniform Loading at Deflection Span/180 Span/240 Span/360 Lbs Lbs Lbs 24 1,690 0,06 1,690 1,690 1,690 36 1,130 0.13 1,130 1,130 900 48 850 0,22 850 760 500 60 680 0.35 650 480 320 72 560 0,50 450 340 220 84 480 0,68 330 250 160 96 420 0.89 250 190 130 108 380 1,14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 80 60 168 240 2.72 80 60 40 192 210 3,55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR P1000 - COLUMN LOADING Unbraced Height In Max. Allowable Load at Slot Face Lbs Maximum Column Load Applied at C.G. K = 0.65 K = 0.80 K =1.0 K = 1.2 Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 36 3,190 8,910 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800 60 2,380 5,910 4,690 3,630 2,960 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3,480 2,750 2,110 1,660 108 1,510 3,050 2,400 1,810 ** 120 1,380 2,700 2,110 *' ** 144 1,150 2,180 1,660 *' ** P10001P1001 - ELEMENTS OF SECTION Parameter P1000 P1001 Area of Section Axis 1-1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2-2 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) 0.555 In, 1,111 In, 0,185 0.202 0.577 0.236 0.290 0.651 In* Ina In In' Ina In 0.928 0.571 0.914 In' Ina In 0.471 In' 0,580 Ina 0.651 In P1001 - BEAM LOADING Span In Max. Allowable Uniform Load Lbs Defl. at Uniform Load In Uniform Loading at Deflection Span/180 Span1240 Span1360 Lbs Lbs Lbs 24 3,500* 0.02 3,500* 3,500* 3,500* 36 3,190 0.07 3,190 3,190 3,190 48 2,390 0,13 2,390 2,390 2,390 60 1,910 0.20 1,910 1,910 1,620 72 1,600 0.28 1,600 1,600 1,130 84 1,370 0.39 1,370 1,240 830 96 1,200 0.51 1,200 950 630 108 1,060 0.64 1,000 750 500 120 960 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 410 310 210 192 600 2.02 320 240 160 216 530 2.54 250 190 130 240 480 3.16 200 150 100 P1001 - COLUMN LOADING Unbraced Height In Max. Allowable Load at Slot Face Lbs Maximum Column Load Applied at C.G. K = 0.65 K = 0.80 K =1.0 K = 1.2 Lbs Lbs Lbs Lbs 24 6,430 24,280 23,610 22,700 21,820 36 6,290 22,810 21,820 20,650 19,670 48 6,160 21,410 20,300 18,670 16,160 60 6,000 20,210 18,670 15,520 12,390 72 5,620 18,970 16,160 12,390 8,950 84 5,170 16,950 13,630 9,470 6,580 96 4,690 14,890 11,190 7,250 5,040 108 4,170 12,850 8,950 5,730 3,980 120 3,690 10,900 7,250 4,640 ** 144 2,930 7,630 5,040 ** '* Notes: * Load limited by spot weld shear. KL/r > 200 NR = Not Recommended. 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w Ibs/in). 2, Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity, Refer to Page 62 for reduction factors for unbraced lengths. 3. For pierced channel, multiply beam loads by the following factor: "KO" Series 95% "T' Series 85% "HS" Series 90% "SL" Series "H3" Series 90% "DS" Series 70% "WT' Series 85% 85% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%, For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. UNISTRUT ..1! ''.% or,' if Nuts & Hardware Pictorial Index and Channel Nut Loads Channel Nuts With Spring P1006 -P1010 Pg 73 P10128 - P1024S Pg 73 P4006 - P4010 Pg 73 P5506 - P5510 Pg 73 P2378 - P2382 Pg 74 Channel Nuts Without Spring c:zE) P3016 Pg 73 P3006 - P3013 Pg 73 P1012 - P1024 Pg 73 P4012 - P4023 Pg 73 P1006T - P1010T, P4010T Pg 73 P4908 Pg 73 P1016 Pg 73 Hardware HHCS Pg 74 HLKW Pg 75 HFMS Pg 74 HOCW Pg 76 HRMS Pg 74 HTHR Pg 75 HSHS Pg 74 HRCN Pg 75 HCSS Pg 74 P2486 Pg 76 HSON Pg 75 P2485 Pg 76 HHXN Pg 75 P2485K Pg 76 H FLW Pg 75 K1062 - 61064 Pg 76 MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS Channel Channel Nut Size- Thread Gauge Allowable Pull -Out Strength Lbs (kN) Resistance to Slip Lbs (kN) Torque Ft-Lbs (ffim) 2,500 1,700 *125 Ve"- 9 12 11.12 7.56 170 2,500 1,700 *125 3A" - 10 12 11.12 7.56 170 2,500 1,500 *100 3/4" - 11 12 11.12 6.67 135 P1000 P30e0 1/2" - 13 12 2,000 1,500 50 P4400 8.90 6.67 70 P4526 1,400 1,000 35 P5000 7/16" - 14 12 P5500 6.23 4.45 50 Ye"- 16 12 1,000 800 19 4,45 3.56 25 18 12 800 500 11 3,56 2.22 15 'A" - 20 12 600 300 6 2.67 1.33 8 1,500 1,500 50 1/2" - 13 12 6.67 6.67 70 1,000 800 19 3/4" - 16 12 P3300 4.45 3.56 25 - 18 12 800 500 11 3.56 2.22 15 600 300 6 'A" - 20 12 2.67 1.33 8 Channel Channel Nut Size- Thread Gauge Allowable Pull -Out Strength Lbs (kN) Resistance to Sllip Lbs (kN) Torque Ft-Lbs (Nnri) 1,400 1000 50 1/2" - 13 14 6.23 4.45 70 1,000 750 19 P1100 Ye" - 16 14 4.45 3.34 25 & 5/16" - 18 14 800 400 11 P4100 3.56 1.7& 15 600 300 6 V4" - 20 14 1.33 8 1,000 1,000 50 1/2" - 13 16 4.45 4,54 70 1,000 750 19 P2000 Ye" - 16 16 4.45 3.34 25 & 5/16" - 18 16 800 400 11 P4000 3.56 1.78 15 600 300 6 "- 20 16 2.67 1.33 8 May require Ye" or 1/2" thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer lo the Channel Nut Selection Chart on the following two pages for the part number, Ws" Framing System UNISTRUT 2. P1271S EFDF, EG, GR, HG P1796S 1/2" - 13 X 11/2" Set Screw Included (22.2) 1½" (41.3) 3.11" (9.5) 2 Holes 9/16" (14.3) Dia. Note: Requires P1010 Channel Nut and bolt. Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only Wt/100 pcs: 95 Lbs (43.1 kg) EG GR HG 1/2"-13 X11/2" Set Screw Included Design Load Each 500 Lbs (2.22 kN) Use in Pairs Only Wt/100 pcs: 91 Lbs (41.3 kg) P2824-6,-9,-12 P2785 RIDF, EG, GR, HG P2786 'A" (6.4) 3 4" (85.7) i3/C. Hex Nuts and "U" Bolt Included 'A" (22.2) 3" (76.2) • Far use with Beams up to 3/4" (19,1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101, Wt/100 pcs: 83 Lbs (37.6 kg) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only P2787 4 • Lt. r.L 8 A" (209.6) 'A" Hex Nuts and "U" Boll Included (22.2) 11 6,2 DF, EG, GR, HG • For use with Beams up to 1/4" (19.1) Flanges and with Channels P5001 and P5501. Wt/100 pcs: 112 Lbs (50.8 kg) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only P2867A EG GR HG Part Number Beam Size "A" Wt/100 pcs Lbs (kg) 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 (79,8) P2867A-18 15"-18" 185 (83.9) (76.2) • Includes: "J" Bolt, "U" Bolt and Hex Nuts. • For use with Channel P1001, P1101, P2001, P3001, P5000, and P5500. For use with Beams up to 1/4" (19.1) max flange thickness 3/16" (4.8) !EEG GR HG Clamp Requires 1/2" Diameter Rod and 2 Hex Nuts (Sold Seperately) Part Number "A" In (mm) Wt/100 pcs Lbs (kg) Design Load Lbs (kN) P2824-6 2I/2- 6 63.5 - 152.4 125 56,7 500 2.22 P2824-9 51/2- 9 139.7-228,6 140 63,5 500 2.22 P2824-12 81/2 - 12 215.9- 304.8 171 77.5 500 2.22 [EDF, EG, GR, HG 5" (127.0) 'A" Hex Nuts and "U" Boll Included (22.2) 3" (76.2) For use with Beams up to 3/4" (19.1) Flanges and with Channels P1001, P1101, P2001, P3001, P5000, and P5500. Wt/100 pcs: 92 Lbs (41.7 kg) Design Load Each 1000 Lbs (4.45 kN) Use in Pairs Only P2867 (76.2) EG GR HG Part Number Beam Wt/100 pcs Size "A" Lbs (kg) P2867 4"-6" 142 (64,4) P2867-9 6"-9" 151 (68.5) P286712 9%12" 160 (72.6) P2867-15 12"-1 ' 170 (77.1) P2 67- 5"-18" 179 (81.2) • Includes: "J" Bolt, "U" Bolt and Hex Nuts. • For use with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. P2867B 81/4' (209 6) 3" (76.2) WI (6.4) Thick EG GR HG Part Number Beam Size "A Wt/100 pcs Lbs (kg) P28670 4"-6" 161 (73 0) P2867B-9 6"-9" 167 (75 7) P28670-12 9"-12" 176 (79.8) P28670-15 12%15" 186 (84,4) P2867B-18 15"-18" 195 (88 5) • 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, S & HP Shape beams, Standard C & Misc. MC Channels, Angles & Structural Tees. Clamps must be used in pairs where indicated, For beam clamps with HG finish, standard hardware is EG finish. For optional stainless steel hardware, please contact the factory for ayaiLability. 98 I CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK 1 5/8" Framing System MASON INDUSTRIES IM, HD & RWHD IM 2" (51mm) DEFLECTION B, B2, C2 & MULTIPLE C2 SIMPLE SPRING HANGERS Ratings & Dimensions for 2"(51mm) Deflection Simple Spring Hangers (inches •• .) Type Size Rated Capacity (lbs) (kg) Rated Spring Defl. Constant (in) (mm) (lbs)in)(kg/nim) Spring Color/ Stripe Spring Only Spring Free OD Height Bushing Dia. BOD Cup Outside Dia. COD Max,Outside Rod Dia MRD Rod Penetration RP B-20 20 9 2.40 61 8 0.15 Tan B-26 26 12 218 55 12 0.22 White/Blue B-35 35 16 2.20 56 16 0.29 Purple B-50 B-65 B-85 50 65 85 23 29 39 2.20 2.10 2.10 56 53 53 24 31 40 0.41 0.55 0.74 White/Red Brown White/Black 23/8 60 4 102 17/8 48 31/8 79 3/4 9 47/8 124 B-115 115 52 2.00 51 57 1.02 Silver B-150 150 68 2.00 51 75 1.33 Orange B2-210 210 95 2.12 54 99 1.76 Silver 2" B2-290 290 132 2.00 51 144 2 59 Blue 23/8 41/2 17/8 31/8 3/4 53/8 51mm B2-4501 450 204 2.00 51 224 4.00 Tan 60 114 48 79 -9 137 Defl. B2-6804 680 308 2.00 51 340 6.04 Gray C2-125 125 57 2.50 64 50 0.89 Purple IM- C2-170 170 77 2.40 61 70 1.26 Brown C2-210 210 95 2.30 58 90 1.64 Red C2-260 260 118 2.20 56 120 2.11 White C2-330 330 150 2.00 51 165 2.94 Black C2-460 C2-610 460 610 209 277 2.00 2.00 51 51 230 305 4.10 5.43 Blue Green 27/8 73 5 127 23/8 60 35/8 92 3/4 19 57/8 149 C2-8804 880 399 2.00 51 440 7.83 Gray C2-12104 1210 549 2.00 51 605 10.8 Silver C2-15404 1540 699 2.00 51 770 13.7 Gray* C2-18704 1870 848 2.00 51 935 16.6 Silver* All springs without "t" have additional travel to solid equal to 50% of Rated Deflection. DOUBLE DEFLECTION LDS HANGERS HE) FOR ROD ATTACHMENT SIZES HD-B thru DS UPPER & LOWER RODS BY OTHERS DOUBLE DEFLECTION LDS RUBBER ELEMENT with a projecting bushing to prevent steel to steel contact. LRP SIZES HD & HD -A W- Ratings & Dimensions for LDS Hangers (inches EL: .1) *with Red inner spring tPublished ratings allow minimum 25% additional travel to solid. For a full 50% specified minimum use the following ratings: Derated Capacity Defl. Size (lbs) On) B2-450 4101.83 B2-680 5651.66 C2-880 8001.82 C2-1210 10101.67 C2-1540 12851.67 C2-1870 15601.67 Derated Capacity Defl. Size (kg) (mm) B2-450 186 46 B2-680 256 42 C2-880 363 46 C2-1210 458 42 C2-1540 583 42 C2-1870 708 42 RWHD TYPE HD SEISMIC RESTRAINT BOLT TIGHT TO STRUCTURE UPPER & LOWER RODS BY OTHERS Seismic Rebound Steel and Bonded LDS Rubber Washer limits upward seismic motion. 1/4" 1. (6mm) 1 /4"(6mm) t STEEL DISK BONDED TO LDS RUBBER Adjust nut to provide 1/4"(6mm) washer clearance after hanger is fully loaded, Seismic ) Rebound Washer Type Size (Color Mark) Duro- meter Rated Capacity Range (lbs) (mm) Max Rated Def14 (in) (mm) D H W Lower Rod Penetration LRP Max. Rod Dia. MRD Vertical G Ratings Com- Tension pression Green White 40 60 Up to 35 Up to 16 35-75 16-34 0.20 0.20 5 5 13/4 44 21/4 57 17/8 48 11/4 32 3/8 1D 10.0* 10,0+ 10.0+ 6.3 A -Black 30 Up to 45 Up to 20 0.35 9 10.0+ 10.0' A -Green 40 30-75 14-34 0.35 9 2 51 23/4 70 21/4 57 214 57 1/2 13 10.0+ 8.5 HD- A -Red 50 60-125 27-57 0.35 9 10.0+ 5.1 B-Red 50 Up to 235 Up to 107 0.40 10 10.0+ 10.0+ B-White 60 180-380 82-172 0.40 10 31/4 83 41/2 114 41/4 108 3 76 3/4 19 10.0+ 6.7 RWHD- B-Yellow 70 320-650 145-295 0.40 10 10.0+ 3.9 BS-Blue 70 500-1000 227-454 0,40 10 31/4 83 41/2 114 41/4 108 3 76 3/4 19 10.0+ 2.3 CS -Blue 70 1000-2100 454-953 0.40 10 31/4 83 5 127 41/4 108 31/4 83 7/8 R2 9.0 1.2 DS-Blue 70 2100-4200 953-1905 0.40 10 4 102 61/4 159 43/4 121 31/4 83 7/8 22 5.0 1.0 tincludes double deflection LDS element. Hanger elements have straight line deflection curves. +10.0 indicates a rating of 10 Gs or greater. 15 `- NPT C r'FID rOPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0349 DATE: 10/28/2019 PROJECT NAME: IMAX AT AMC SOUTHCENTER SITE ADDRESS: 3600 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit issued DEPARTMENTS: 10')-6-(1 Building Division A74 orks Public Au no ii\FM Fire Prevention III Structural ,V14 14 tanning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable r (no approval/review required) DATE: 10/29/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/26/2019 Approved Corrections Required Approved with Conditions E Denied (corrections entered in Reviews) (ie: Zoning Issues) Lil Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: -Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW D Staff Initials: 12/18/2013 TMS CONSTRUCTION INC Labor Industries (h.ttuvrinLwa,0„). r Page 1 of 2 ntr cit'cors TMS CONSTRUCTION INC Owner or tradesperson SHARKEY, THOMAS M Principals SHARKEY, THOMAS M, PRESIDENT VAUGHN, ROXANNE, SECRETARY WA UBI No 603 176 698 PO BOX 76197 COLORADO SPRINGS, CO 80970 719-532-9988 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. TMSCOCI822RC Effective — expiration 01(01/2019— 01/01/2021 Bond ... Merchants Bonding Co (Mutual) Bond account no, WA100532 $12,000.00 Received by Ha Effective date 11/29/2018 11/2712018 Expiration date Until Canceled Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 6057425554 Received by 1.8,1 Effective date 03/01/2019 03/01/2019 Expiration date 03/01/2020 Insurance history Savings No savings accounts during the previous 6 year period. 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. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. https://secure.lni.wa.gov/verify/Detail.aspx?UBI-6031766988LLIC=TMSCOCI822RC&SAW= 1/7/2020 TMS CONSTRUCTION INC Apprentice Training Agent Not allowed to have apprentices. Page 2 of 2 Workers' Comp No active workerscomp accounts during the previous 6 year period. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. 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 & Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603176698&L1C=TMSCOCI822RC&SAW= 1/7/2020 R BU 0) E _J Z RI I SEPARAT11i PERMIT RE UIRED FOR: IMAX at AMC Renovation Mechanioall Electrical REVISIONS Plumbing No c!ipisaes snall be maue to trie scope Gas Piping Of WOTK WIMOUT tu -o! aroroval of tne Construction Documents CRY C"I'T"Ity'"a Tukwila Building Division. —BUILDING DIVISION NOTE: RevisOns will reouire a new oian submittal and may include additional plan review. Proiect Information Sheet Index Architectural Structural Mechanical, Electrical, Plumbing ProjectAddress: AMCSouthcenter AO Cover Sheet SO.1 General Notes ME1 Symbols Legend & Specifications 3600 Soulfficenter Mall Al Specifications SO.2Typical Details M1 IMAX Booth Mechanical Plans P Tukwila, WA 98188 A2 Specifications S0.3TypicaI Details M2 Auditorium Mechanical Plans A3 Specifications SOATypical Details M3 Mechanical Details Description: A4 Demolition Plan SO.5Typical Details El IMAX Booth Electrical Plans Theatre auditorium (#1) interior renovation. Provide new mechanical and electrical for A5 Floor Plan SO.6Typical Details E2 IMAX Auditorium Electrical Plan new projection system in booth and new speakers in the auditorium. New projector/view A6 Reflected Ceiling Plan S1.1 Auditorium Framing Plan E3 IMAX Auditorium Electrical Ceiling Plans port windows. New row seating risers, stairs and knee walls for new rocker seating and A7 Projection Equipment Room Plans S2.1 Partial Roof Framing Plan E4 IMAX Entry Portal Electrical Plans new finishes in the auditorium. New interior auditorium entry and signage. A8 Section/Elevations S3.1 Sections & Details E5 IMAX Auditorium Low Voltage Plan A9 Section/Elevations S3.2Sections & Details E6 I MAX Low Voltage Details NO CHANGE OF USE A10 Vomitory Plans E7 IMAX Line Voltage Details OCCUPANT LOAD WILL BE REDUCED A 11 Entry Portal Plans& Elevations E8 Electrical Details & Schedules THE AUDITORIUM GENERAL HOUSE LIGHTING WILL BE AUTOMATICALLY Al2 Entry Portal Details E9 Electrical Details, Schedules, & Riser TURNED ON AND POWER TO THE PROJECTORS WILL BE AUTOMATICALLY SHUT A13 Auditorium Details Diagram OFF WHEN THE ALARM IS ACTIVATED A14 Auditorium Details IF IT IS DETERMINED THAT ANY WORK SHALL NEED TO BE DONE TO THE A15 Seat Numbering Plan REVIEWED FOR M EXISTING FIRE SPRINKLER SYSTEM THE CONTRACTOR OR SUBCONTRACTOR A16 Finish Plans CODE COMPLIANCE PERFORMING THIS WORK SHALL SUBMIT DRAWINGS TO THE AUTHORITY APPROVED HAVING JURISDICTION FOR REVIEW AND APPROVAL BEFORE STARTING WORK. ALL NEW FINISH MATERIALS TO BE CLASS I (orA) NOV 2 2 2019 12D k New Project Code Applications: City of Tu wrila All work shall comply with currently adopted national, state and city municipal codes BUILDING DIVISION ---------- L a,\ City of Tukwila, Adopted Codes: 2015 International Building Code With Washington Amendments 2015 International Mechanical Code with Washington Amendments T 2015 Uniform Plumbing Code 1 71 71 71 1" i i I it 7jol T i J. Hiiiii i it !if H .1 11 ' . I I t------ iTi _4 44 11111 1 1 A IN 11 liliM 1 The Washington Cities Electrical Code _1 iF- - 'T1 J 2002 International Electric Code with Washington Amendments H K 2015 International Fire Code with Washington Amendments 2015 International Energy Conservation Code with Washington Amendments 2015 International Fuel Gas Code with Washington Amendments -4- 2010 ADA Standards for -Accessible Design Existing Unchanged Construction Type: 118, Fully Sprinklered J Existing Unchanged Occupancy (Auditorium): A-1 1 Existing Unchanged Building Height: 2 stories (Entry Level and Mezzanine) Existing Unchanged Theatre Area: 86,677 sf Existing Unchanged Auditorium Area: 4,160 sf Existing Unchanged Booth Area: 495 sf D_ H Existing Unchanged Automatic Fire Suppression: Fully Sprinklered New Design Occupant Load: 210 ---- ---- Egress and Exits (Door Width): .2" X Occupant Load 12 Fire Resistive Requirements: Auditorium #1 Primary Structural Frame 0 hr Partial Axonometric View Exterior Bearing Walls 0 hr Interior Bearing Walls 0 hr Noribearing Walls and Partitions 0 hr ' L Floor Construction/SeGondary Members 0 hr Area of Exit to Roo Construct on hr __718 Key Plan Work stairway 4Z - - - - - - - - G & elevator Existing primary structural frame, exterior bearing walls, interior bearing walls, floor F — — - — — — construction and roof construction are unchanged in this project. Not EGRESS WIDTH Required: 105 occupants x.2 21.0" Note: Before removal or installation of tritium exit signs, email fl—ptan in. 91 Door Provided (1): 36" Facilities@AMCtheatres.com for information required by Nuclear Regulatory Commission Tukwila Municipal Court it Total clear opening: 33" 1 1 Projection paperwork. Include theatre general manager in all email and other communicati ons about Equipment % this item. ud.d Stay Amene. i Seattle- Southcan E Room ter Buffalo Tukwila Pkwy la— k B'ae'a [FLY Biei Reatationt Auditorium #1 Annotations and f (IMAX) Symbols IS FpdEX0ffa,ePdptQ Hitt SatutleTacm— i- Graphic Scale a Sfiip Center Detail --- 0 2' 4' 8 sik 4 Q \111-1-1a Number 1_i,io ...... m ... ircanuir Ale. GI Al Name LA Fitrance D 9 1 Interior L fact; '"'1, 1 " , fulaind-eeme cy i Elevation Mark -9 AMC Souttecefflor 16 OElevation Sheet Number Al Elevation Ri—fewplirt.9 _lUl" _JJ 1111 ke.Saitfained % Detail Number Door Number q Tona Bel - Al A Smart Food _(3 0. �O WarchouSi lie,kinthii 1 Detail ? REI F7 Sheet Number --- Room Name 1ple..1aecat.-Facle, Reference Room Numbe Chow.. a C 0 'jji 9 ca—li. Detail Number Al 1� Target Seattle Ech.m)a 9 Revision 9 Sci Oriciinal Seat Count 30, Reference c') 01 Fixed 271 Sheet Number I Section Q B.me. it Noble i.C.raiiii a 9 105 0,0 1�0 43 Reference ;�iq Accessible 5 Detail d Park 9 !� ',' , 1� Tukwila Pen %b Cellinq Heigh n— '-"a, Total 276 i�'ioufb; Mandmi Commercial Point Store 0 0 7 Exit thru Numbe ew Name Patk-yStpaitan -C� WSeilhcar* B Shopping Center T NC9 theatre I 1/i 81, 11.01, Wall Type Ta_q EGRESS WIDTH lobby New Seat Count Origin Sheet�V -- Scale North Arrow Required: 105 occupants x.2 21.0" Fixed 205 Number View Title Doors Provided (2): 36" Accessible 5 NORTH AMC Southcenter 16 Total clear opening: 66" Total 210 A18 Site Lo //N 3600 Southcenter Mall Al Auditorium #1 - EXiting Plans NORTH — cation MaP TRUE Tukwila, WA 98188 3/32" V 01. r ---- L ---- J I > Not to Scale NORTH 0 2-8" 64" 10'8" 1 .1 1 A 7 1 8 1 9 1 10 1 11 1 12 113 1 14 1 15 1 16 1 17 _8 19 1 20 1 21 1 22 1 23 1 24 2 E CD Oq 0) Cq &MM CB ad 0 �G 2 cc C 0 0 1 C) CO 05 (D 0 Mailman 05 U) �C4D 18 cc (D 03 4 n I A . I I . � � � . . A I . I � A � - A - I - . - - I el I /_ /_ I /_0 I 41+ - AMC Sheet Specifications for Premium Large Format Auditoriums Division 1 General Requirements apply to the Work of all sections in the specifications. Section 011000-Summa : R Owner. American Multi-Cmenna, Inc. Architect: GastingerWalker&. Architect Representative: Maft Wild. Phone: 816.569.0835. Email: mWld@gastingerwalker.com Work consists of the following: Remodeling AMC existing theatre, including the auditorium, lobby, projection system and associated projection port, sound racks and projection screen material and new seating, railings, speakers, floor and wall finishes. Work will be conducted in a single phase, Before commencing work, submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion dates for all milestones of the Work. Cooperate fully with separate contractors and concurrent work and coordinate the work of this contract with work performed under separate contracts. Owner will furnish products indicated, The Work Includes receiving, unloading, handling, stoning, protecting and installing Owner -furnished products and making building service conneclions, including Auditorium seats, carpet, and aisle flghtlng� ) Owner will occupy site and existing building during entire construction period. Cooperate Win Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated. Contractor shall have limited use of Project site. Unnit use of Project site to work in areas indicated. Maintain portions of existing building affected by construction operations in a weatherfight condition throughout construction period. Repair damage caused by construction operations, Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations. Do not interrupt utilities serving facilities occupied by Owner or others and coordinate operations that may result in high levels of noise and Vibration, odors or other disruption to Owner occupancy unless permitted under the following conditions: Notify Owner not less than 2 days in advance of proposed utility or disruptive operations OR obtain Owner's written permission before proceeding with utility or disruptive operations. Provide temporary utility service as required in association with utility interruptions. ) - Owner-Fumished Products A, Owner will furnish products indicated. The General Contractor's Work includes receiving, unloading, handling, storing, protecting, and installing (some items) Owner-fumished products and making building services connections. 1. Auditorium Seats. 2. Carpet. 3. Aisle Lighting. 4. Entry Portal Monitors. 5. Tempo HLS Fixtures, 4 6, All speakers 7. Projection Equipment. 8. Audio Equipment. 9. Seat and Platform Transducers. 10. Screen frame and screen sheet (structural reinforcement of the building, if required, is provided by the General Contractor). 1 1. Projection Port and View Pon windows Required Suppliers and Installers A A. The tenant (AMC Theatres) has evaluated and determined the following companies are qualified to supply and install materials for portions of the Work. As such, the General Contractor is required to provide those materials and services from these specific proprietary companies at the Contractors expense. 1. Acoustical Panel Supply and Installation: a, Gofferman & Sabo Contact: Ned Goftermarm 3555 Scarlet Oak Blvd St. Louis, MO 63122 314-781-1422 Phone 314-781-5473 Fax - 2. Speaker Installation (including supply and installation of speaker brackets and speaker wire): a. Fox Theatre Maintenance Company Contact: Van Fox 190 E. Michigan Ave., Suite B Lansing, MI 48912 Phone: 517-337-7447 Section 012500-Substitution Procedures < Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions for Cause� Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. Substitutions for Convenience� Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. Substitution Requests: Submit PDF digital documents each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. Use CSI Form 13.1A or equivalent. Documentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable, I b. Coornfinarion information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. c. Product Data, including drawings and descriptions of products and fabrication and installation procedures. d, Samples, where applicable or requested. e. Certificates and qualification data, where applicable or requested. I, Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. g. Contractors certification that proposed substitution complies with requirements in the Contract Documents I except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. Architect's Action: If necessary, Architect Oil request additional information or documentation for evaluation within seven days of receipt of a request for substitution, Architect will notify Contractor of acceptance or rejection of proposed substitution within 10 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 1 0 days prior to time required for preparation and review of related submittals. Conditions: Architect will consider Contractors request for substitution when the I � following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record - noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and Vill produce indicated results. b, Substitution request is fully documented and property submitted, c. Requested substitution is compatible with other portions of the Work. d. Requested substitution has been coordinated with other portions of the Work. a. Requested substitution provides specified warranty, Substitutions for Convenience: Architect will consider requests for substitution if received within I 0 days after the Notice to Proceed. Requests : received after that time may be considered or rejected at discretion of Architect. - Conditions: Architect will consider Contractors request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owners additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. b. Requested substitution does not require extensive revisions to the Contract Documents. = c. Requested substitution is consistent with the Contract Documents and will produce indicated results, - d. Substitution request is fully documented and property submitted. a. Requested substitution will not adversely affect Contractors construction schedule, f. Requested substitution has received necessary approvals of authorities having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the Work. I. Requested substitution provides specified warranty. 3 k, , I -I I q I A I r, I r, 1 7 Section 013100-Prolect Management and Coordination Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair, 3, Make adequate provisions to accommodate items scheduled for later installation. 4. Content: Project -specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard pinted data. Include the following information, as applicable: a. Use applicable DraMngs as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. d. Show location and size of access doors required for access to concealed dampers, valves, and other controls. a. Indicate required installation sequences. I, Indicate dimensions shown on the Drawings, Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. RFI: Request from Owner, Architect or Contractor seeking information required by or clarifications of the Contract Documents. General: Immediately on discovery of the need for additional informarion or interpretation of the Contract Documents, Contractor shall prepare and submit an RF1 in the form specified. Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no response. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractors work or work of subcontractors. RFI content should include a detailed, legible description of item needing information or interpretation, RFI Forms: Software -generated form with substantially the same content as indicated above, acceptable to Architect. Attachments shall be electronic files in Adobe Acrobat or Bluebeam PDF format or equivalent. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFL RFIs received by Architect after 1:00 p.m. Vill be considered as received the following working day. 1, The following Contractor -generated RFIs will be returned Without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for approval of Contractors means and methods. d. Requests for coordination information already indicated in the Contract Documents, e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architects actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs. 2. Architect's action may include a request for additional information, in which case Architects time for response will date from time of receipt of additional information. 3. Architects action on RFls that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal. a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response. Contractor shall prepare, maintain and submit a tabular log of RFIs organized by the RFI number. On receipt of Architects action, update the FIR log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response. Project Meetings: Schedule and conduct meetings and conferences at Project site unless otherwise indicated. Prepare meeting agendas and entity responsible for conducting meeting Oil record significant discussions and agreements achieved. Preoonstruction Conference: Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Omer and Architect, but no later than 15 days after execution of the Agreement. Pre -Installation Conference: Conduct a Pre -installation conference at Project site before each construction acbvity that requires coordination with other construction. Record and distribute minutes of the meeting. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 10 days prior to the scheduled date of Substantial Completion. Record and dishibute minutes of the meeting. Progress Meetings: Conduct progress meetings at regular intervals per Owners direction. Section 01 3200-Construction Progress Documentation Submit required information submittals in a PDF electronic file format. Contractor's construction schedule: Initial schedule shall be of size required to display entire schedule for entire construction period and updates shall be submitted with Applications for Payment. Submit site condition reports at time of discovery of differing conditions. Produce weekly construction and material location reports and have available for submitting at Owner's request. Contractor's Construction Schedule Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion, Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. Activities: Treat each story or separate area as a separate numbered activity for each main element of the Work. Incorporate logical and project beneficial activities breakdown geared to the project spedifics to be of use to the contractor and to satisfy Owner's need to document progress, Activity durations, procurement activities, submittal review time, startup and testing activities, substantial completion and punch listffinal completion shall be indicated. Constraints: Include constraints and work restrictions such as phasing, work under more than one contact, work by Owner (including owner - furnished projected deliveries coordination) and show how the sequence of the Work is affected. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues: Unresolved issues, Unanswered Requests for Information, Rejected or unretumed submittals, Notations on retumed submittals and pending modifications affecting the Work and Contract Time. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule, Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules, as approved by the Owner. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. Ganft-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Ganfl-chart- type, Contractors construction schedule within 30 days of date established for the Notice to Proceed. Indicate each significant construction activity separately. A I ct I in I 11 I 19 M 1%, Section 013300-Submittal Procedures Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates, Include additional time required for making corrections or revisions b submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. Archfact,wil furnish Contractor one set of digital data drawing files of the indicated Contract Drawings for use in preparing Shop Drawings and Project record drawings. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. Contractor shall execute a data licensing agreement provided by Architect. Processing Time� Allow lime for submittal review, including time for resubmiltals, as follows, Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubrittals, � I. 1. Initial Review'. Allow 5 working days formitial reviewofeach submittal. Allow additional time if000rdination with ajbsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed fDr coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 5 working days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 10 working days for initial review of each submittal. 5. Concurrent Consultant Review. Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Architecfs consultants, allow 5 working days for review of each submittal. Submittal vAl be returned to Architect before being returned to Contractor. General Submittal Procedure Requirements: Prepare and submit submittals for all individual Specification Sections. Types of submittals shall be standard practice for the specific section as not all necessary submittals are delineated in each specification section. Therefore, even if specific submittal types are not delineated in the sections, the contractor shall provide due diligence in submittal pertinent material. Submit electronic submittals via email as PDF electronic files, unless otherwise indicated. Delegated design seivices: Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. Delegated -Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file and ffree paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assII;nned to Contractor to be designed or cerfified by a design professional. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. Contractor's revew: Review each action and informational submittal and check for coordination with other Work of the Contract and for compliance with Contract Documents. Note corrections and field dimensions, Mark with approval stamp before submitting to Architect, Architect's Action: For Action submittals, architect Vill rintiew each submittal, make marks to indicate corrections or revisions required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action. Section 014000- Quality Requirements Testing and inspecting services are required to verify compliance with requirements specified or indicated, These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality -assurance and -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractors other quality- assurance and -control procedures that fa0i itate compliance with the Contract Document requirements. 3, Requirements for Contractor to provide quality -assurance and -control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. 4. Specific test and inspection requirements are not specified in this Section. Conflicting Requirements: Referenced Standards: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply Win the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a decision before proceeding. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numi values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. Special Tests and Inspections: Conducted by a qualified special inspector as required by authorities having jurisdiction, as indicated in individual Specification Sections. Repair and Protection: General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes, Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Section 015000-Temporary Facilities and Controls Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owners acceptance. A, Coordinate with owner, the location of all temporary facilities, including offices, equipment and use of existing building, utilities and site built conditions. Provide facilities necessary for hoisting materfals and personnel. Use of new or existing stairs for construction traffic will be permitted, provided stairs are protected and finishes restored to new condition at time of Substantial Completion. Coordinate with Owner for permission to use any existing elevators, including time of use restrictions and temporary protection of finishes requirements, Provide protection, operate temporary facilities, and conduct construction as required to comply Win emironmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects, Install temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Lock entrances at end of each work day. Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction. : Provide floor -to -ceiling dustproof partitions to limit dust and did migration and to separate areas occupied by Owner and tenants from fumes and noise. Install and maintain temporary fire-proteclion facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241 � manage fire -prevention program. Avoid trapping water in finished work. Documentvsible signs of mold that may appear during construction. Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion B. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entnuing occupied areas. 1. Prior to commencing work, isolate the HVAC system in area where work is to be performed according to coordination drawings. a. Disconnect supply and return cluctwork in work area from HVAC systems servicing occupied areas. b. Maintain negative air pressure within work area using H EPA -equipped air- filtration units, starting with commencement of temporary partition construction, and continuing urfil removal of temporary partitions is complete, 2. Maintain dust partitions dwing the Wick Use vacuum collection attachments on dust- producing equipment. Isolate limited work within occupied areas using portable dust- containment devices. 3. Perform daily construction cleanup and final cleanup using approved, HEPA-filter- equipped vacuum equipment. 14 1 I _r, I 16 1 17 1 is I i .q Section 016000-Product Requirements Basis -of -Design Product Specification: A specification in which a specific manufacturers product is named and accompanied by the words 'basis -of -design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. Comparable Product Requests: Submit request for consideration of each comparable product. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturers disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. Provide products complete with accessories, him, finish, fasteners, and other items needed for a complete installation and indicated use and effect. Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractors convenience will not be considered. Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements, Comparable products or substitutions for Contractor's convenience will not be considered. Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comparable products: For architect to consider, the Contractor will provide the following: Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. Detailed comparison of significant qualifies of proposed product with those named in the Specifications. Significant qualifies include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicatecL If these conditions are not satisfied, the architect may return requests without action. Section 017300-Execution A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. 1, Structural Elements: Shore, brace, and support structural elements during cutting and patching, Do not cut and patch structural elements in a manner that could change their load-canying capacity or increase deflection. 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. 3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load -carrying capacity, that results in redueing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. 4, Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architeofs opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. 5. Employ skilled workers to perform cutting and patching. Proceed with cuffing and patching at the earliest feasible rime, and complete without delay, Provide temporary support of work to be cut. Cut in -place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavabon, using methods least likely to damage elements retatined or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installers written recommendations. Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable, Provide materials and comply with installation requirements specified in other Sections, where applicable. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation, 2. Examine walls, fiocirs, and roofs for suitable conditions where products and systems are to be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or Primers. C. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. D. Field Measurements: Take field measurements as required to fit the Work property. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Locate the Work and components of the Work accurately, in correct alignment and elevation. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. Install products at the time and under conditions that V411 ensure the best possible results, Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, vedly size and type required for load conditions. Allow for building movement, including thermal expansion and contraction. Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. Cleaning: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully, Maintain Project site free of waste materials and debris. Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion, Starting and Adjusting: Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties, Replace damaged and malfunctioning controls and equipment. Section 017700-Closeout Procedures Substantial Completion Procedures: Prepare and submit a list of items to be completed and corrected (Contractors punch list), indicating the value of each item on the list and reasons why the Work is incomplete. A minimum of 10 days prior to requesting inspections for determining date of Substantial Completion, submit Certificates of Release, closeout submittals required under other sections, maintenance materials, test and balance reports, changeover information related to Owner's occupancy including insurance, keys, owner personnel operation and maintenance training and utility turnover, complete startup and testing of systems and equipment, remove temporary facilities and construction, clean and touch-up and restore marred finishes. Submit a written requests for inspection to determine Substantial Completion at least 10 days prior. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion. Final Completion: Before requesting final inspection for determining final completion, complete a final Application for Payment, submit a cerfified list of incomplete items acceptable to the Architect and certificates of insurance. Submit a written request for a final inspection, Submit written warranties. Final Cleaning: Conduct cleaning and waste -removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. Employ experienced professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building deaning and maintenance program. Comply With manufacturers written instructions. Section 017839-Proiect Record Documents Record Drawings: Submit one set of marked -up prints and annotated PDF electronic files. Maintain one set of marked -up paper coplies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued, Mark record pints to show the actual installation where installation vades from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide Information for preparation ofcorresponding marked -up record prints. Record Specifications: Submit one paper copy or annotated PDF electronic file. Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. Record Product Data: Submit annotated PDF electronic files, Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. Miscellaneous Record Submittals: Submit annotated PDF electronic files. Assemble miscellaneous records required by other Specification Sections or as required for Owner for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 1 . City of Tukwila BUILDING DIVISION 11 i e, i " I" I I 0 4 1 "I'll, ,,', I )". 19", I I "I I , � 91 1 ?2 1 xl RECEIVED CITY OF TUKWILA OCT 2 a 20i9 PEP.M11'CENTER 1 24 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 1 1 500 Ash Street Leawood, Kansas 6621 1 888.262.4386 Copyright 0 2019 American Multi -Cinema Inc ISSUED FOR: 30% Review 16 September 2019 Final CID 16 October 2019 Permit 23 October 2019 V11606 _____] _:�;FREGISTERED ., ,.IT C 'T , ARCHITECT I I - I. : k � (( JANA ELL E VSEE:: �TRIFLE STATE OF WASHINGTON ,Zo� ,Z, L , S\ ;� Draw By MW/MG Checked By Specifications EN 1i - i� �� E A 1 t Project Number 2019.344 @ Copyright 2019 A 0 o A . . I 0 � An 44 - - AA - - - .. A- - -1 __ __ - Section 024119-Selective Demolition Conduct a predernolition conference at the project site. Submit report, including drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control, and for noise control, Indicate proposed locations and construction of barriers. Submit a list of items to be removed and salvaged and deliver to Owner prior to start of demolition. Owner will occupy PoWtions R offourding immediately adjacent to selective demolition area, Conduct selective demolition so Owners operations will not be disrupted. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Comply with governing EPA notification regulations before beginning selective demolifion. Comply with hauling and disposal regulations of authorities having jurisdiction. Comply with ANSIIASSE At 0.6 and NFPA 241. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect, ) Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations, Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owners property, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. D Section 066213�Pipe and Tube Railings -i Performance and structural Requirements: As indicated in the Structural drawings. Metals: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. Brackets, flanges and anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated. Hollow Structural Steel Tube: ASTM A 500 Grade B, unless another grade and weight are required by structural loads, Hollow Structural Steel Tube: ASTM A 500 Grade B, unless another grade and weight are required by structural loads. Fabrication: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and q anchorage, but not less than that required to support structural loads. Assemble railings in the shop to greatest extent possible to minimize - field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value ofjoined pieces. Form changes in direction by bending, Close exposed ends of railing members with prefabricated end fittings. Provide wall returns at ends of wall -mounted handralls unless otherwise indicated. Finishes: Refer to Finish Schedule and Legend for finish requirements. Primer need not be applied to surfaces to be embedded in concrete or masonry. Installation: Fit exposed connections together to form fight, hairline joints, Welded Connections: Use fully welded joints for permanently A connecting railing components. Comply with requirements for welded connections in "Fabrication' Article whether welding is performed in the - shop or in the field, The connection between segments of the pipe railing (splice): At the joints of pipe segments, the joints are to be welded and ground down flush before finish painting. Splices with internal sleeve and set screws only is not acceptable. Section 061063-Miscellaneous Rough Carpentry Lumber: DOC PS 20 and applicable rules Of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules- writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSO Board of Review to inspect and grade lumber under the rules indicated. Factory mark each piece of lumber with grade stamp of grading agency, Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. Provide dressed lumber, S4S, unless otherwise indicate. :L Fire -retardant -treated materials: Where fire -retardant -treated materials are indicated, use materials complying with requirements that are acceptable to authorities having jurisdiction, and with fire -test -response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency. Kiln -dry lumber after treatment to a maximum moisture content of 19 percent. Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: Blocking, Nailers, motion equipment bases and support curbs and cants. Equipment Backing Panels: DOC PS 1, Exte�or, AC, fire -retardant treated, in thickness indicated or, if not indicated, not less than 314-inch nominal thickness. < Section 061900-$heathinci Plywood: DOC PS 1; FIRE RETARDANT TREATED. Thickness: As needed to comply with requirements specified, but not less than thickness indicated. Factory mark panels to indicate compliance with applicable standard, Type A-C plywood for walls. For wall speaker support: AC Group I plywood in %" or 50 thickness, as indicated. (Fire -retardant treated plywood blocking shall NOT be I used for speaker attachments). Gypsum Sheathing Board: ASTM C 1396 and ASTM C 1 1 77; water resistant gypsum core surfaced on face and back Wth inorganic glass fiber mats; thickness shown on the Drawings, maximum permissible lengths; ends square cut. Provide one of the following products: GlasRGC Brand Sheathing as manufactured by Certain'reed; Dens -Glass Gold gypsum sheathing as manufactured by Georgia-Pacific; eXP Sheathing J by National Gypsum; GreenGlass sheathing by Temple -inland; SecureRock by United States Gypsum. Sheathing Board Fasteners: ASTM C 954 and ASTM C 1004 1 inch length for 112 inch sheathing board and 1-1 14 inch length for 518inch thick sheathing board, Type S-1 2 bugle head, corrosion -resistant self -drilling steel screws. Sheathing/Subfloodng: Plywood Sheathing I Suallooring: DOC PS 1, FIRE RETARDANT TREATED, Exterior, Structural 1, Exposure 1, single -floor panels (unless noted otherwise in drawings). Nominal Thickness; Not less than % inch, Edge Detail: Tongue and groove. Surface Finish: Fully sanded face. Provide fasteners of size and type indicated that comply with requirements specified for material and manufacture. Provide fasteners with hot - dip zinc coating complying with ASTM A 153, or other coating compatible with FIRE RETARDANT TREATMENT, Construction adhesive (Green glue): Provide and install Loctite PL 400 subfloor construction adhesive, as noted in the structural documents, Low VOC formulation meets stringent State and Federal VOC regulations. Can be sued in temperatures from 0 - 100 degrees Fahrenheit. Meets and exceeds APA AFG-01 specifications and can be applied directly to dry , wet or frozen lumber. Will bridge (fill gaps) when bonding I irregular surfaces. High adhesion level; non-flammable and moisture resistant. Installation: Fastening: Sheathing/subfloodng-screw to cold -formed metal framing. Space edges 118 inch apart at edges and ends, Structural concrete panel installation: Install according to manufacturer's written instructions for type of application indicated. Gypsum sheathing: Install 3 in accordance with manufacturers published instructions, GA-216 and GA-600. - Section 064116-Plastic-Laminate-Faced Architectural Cabinets Where cabinets and shelving are indicated to fit to other construction, vedly dimensions of other construction by field measurements before faltdcation, and indicate measurements on Shop Drawings. Locate concealed framing, blocking, and reinforcements that support cabinets and shelving by field measurements before being enclosed, and indicate measurements on Shop Drawings. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards' for grades of architectural plastic -laminate cabinets indicated for construction, finishes, installation, and other requirements, Grade: Custom. Type of Construction: Frameless, Cabinet, door and drawer front interface style: Flush overlay, High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated, as required by woodwork quality standard: Horizontal surfaces -Grade HGIL. Postformed surfaces -Grade HGP. Vertical surfaces -Grade VGS, Edges -Grade VGS. Materials for semiexposed surfaces: Surfaces other than drawer bodies: Thermoset decorative panels. Edges of thermoset decorative panel shelves -PVC or polyester edge banding. Seirdexposed back of panels with expose plastic laminate surfaces -high pressure decorative laminate, NEMA UD 3, Grade VGS, Drawer sides and backs -Solid -hardwood lumber. Drawer bottoms -thermoset decorative panels. Colors, patterns and finishes as indicated by laminate manufacturer designations. Wood products moisture content: 5-10 percent. Medium -density fiberboard: ANSI A208.2, Grade 130. Paticleboard: ANSI A208.1. Grade M-2. Softwood plywood: DOC PS 1. Veneer -faced panel products (hardwood plywood): HPVAHP-1. Thermoset Decorative Panels: NEMA LD 3, 7- Grade VGL. Fuming, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. - Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post -installed anchors. Use nonferrous -metal or hot -dip galvanized anchors and inserts at inside face of exterior walls and at floors, I Hardware: Frameless concealed hinges (European type): BHMA A156.9, B01602, 1 10 degrees of opening. Wire pulls: back mounted, solid metal, 4 inches long, 5/16 inch diameter. Shelf rests: BHMA A156.9, B04013, metal. Drawer slides: BHMA A156.9-Grade I and Grade 2 or Grade IHD-100 and Grade I HD-200 side mounted, full extension. Door locks: BHMA A156.1 1, E07121, Exposed finish: BHMA A156.18-Satin Chromium plated; BHMA 626 for brass or bronze base and BHMA 652 for steel base. Installation: Before installation, condition cabinets and shelving to average prevailing humidity conditions in installation areas. Grade: Install D cabinets to comply with same grade as item to be installed. C5 B a) - -E cu a) 0) E -� . (n =) u Al � I , I � I A I r I �� ��ec' lon 111111�Wool T,inn Qu fly Sr� al ,n,.r Unaa�otherwise indicated, comply with the "Architectural Woodwork Standards' for grades of wood trim indicated for construction, finishes, installation, and other requirements. Grade: Custom. Wood Species: Any dosed -grain hardwood, Wood moisture content for interior materials: 5 - 10 percent. Fabricate with eased edges to 1116 inch radius unless otherwise indicated. Install wood trim to comply with same grade as item to be installed. Wall caps, where indicated, shall be 5/8' poplar, with eased edges, for paint finish. Section 072100. Acoustic Insulation Mineral wool and glass fiber blanket insulation: Owens Coming, Roxul I no, Certainteed, Knauf and Johns Manville are acceptable manufacturers for blankets and boards: Unfaced, Mineral -Wool or Glass Fiber Blanket Insulation: ASTM C 665, Type I (blankets Wthout membrane facing); consisting of fibers; with maximum flame -spread and smake- developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. Blanket density must be within range of 1.5 - 3.0 flosAu.A. pcq� Mineral wool and glass fiber board insulation: Unlaced, Mineral -Wool or Glass Fiber Board Insulation: ASTM C 612; with maximum flame - spread and smoke -developed indexes of 15 and zero, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. Nominal density of 8 b1cu. ft., Type 111, thermal resistivity of 4.35 deg F x It x sq, ft./Btu x in, at 75 deg F. Comply With insulation manufacturers written instructions applicable to products and applications indicated. Section 075216-Modified Bituminous Membrane Roofing Provide two year roofing guarantee, from roofing subcontractor, CAF, Nord Bituml, Johns Manville, Tamko and US Intec, are acceptable manufacturers. Cap Sheet: Polyester or fiberglass mat, as specified, saturated in asphalt and coated on both sides with SBS rubber fire resistant modified asphalt, with ceramic granule finish sur- face. Cap Sheet Ceramic Granule Color: White if new roofing. If patching into existing roof system, match existing color. Ply Felt: ASTM D2178, Type IV, asphalt coated fiberglass mat. Flashing: Polyester mat saturated in asphalt and coated on both sideswith SBS rubber mod ified asphalt, with ceramic granule finish surfaces. Waterproofing Membrane: Ethylene propyleme diene monomers formed into uniform, flexible sheets, complying with ASTM D4637, Type 1. Class SR (scrilm or fabric internal reinforced); 45 mrs nominal thickness; exterior face color, black. Waterproofing flashing-60 mils uncured EPDM Sheet specifically designed for use in flashing at comers. transitions and changes in plain membrane. Asphalt Bitumen: ASTM D312; Type III or Type IV (American made). Consult with roofing manufacturer regarding use of Type III asphalt in hot climates, as Type III may not be per- mitted. Plastic Cement: ASTIA D4586, Type I and 11 Cutback Asphalt Type, asbestos -free. Modified Bitumen Flashing Cement: Manufacturers standard one -pan or two-part SBS modified bitumen cement. Termination Bar. Manufacturer standard I inch wide extruded or rolled aluminum bar, pre -punched at 6 inches on center. Roof insulation: Minimum slope is % inch per foot. Isocyanurate Foam Insulation (FS HH-1-197212) Manufacturers, Foam plastic products shall comply with FM Standard 4450 Approval or UL Standard 1256 Classification. If patching into an existing roof assembly, match existing thickness conditions for seamless integration. Roof Curb Insulation: Polyisocyanurate Foam; both faces covered with glass fiber felt; thickness to match wood nailer. Tapered Insulation: Provide crickets, saddles, and tapered insulation of same material as second layer of insulation; taper to the following slopes: Crickets and saddles: Y. inch per foot. Insulation installed to counter -slope the roof structure: Y� inch per foot. Installation per manufacturers written instructions. Verify deck is clean and smooth, free of depressions, waves, or projections, property sloped to drains, valleys, and eaves. Provide covers and other means of protection as necessary to protect building surfaces against damage during roofing work. Section 076200-Sheet Metal Flashing and Trim Galvanized Steel: ASTM A 653 Commercial Quality and Lock -Forming Quality, G90 coating designation hot -dip galvanized, mill phosphatized for painting where exposed to View from ground level. Sheet metal gages shall be as shown or as follows where not shown: Flashing and Counter Flashing: 24 gage. Curb Cover., 20 gage. Lead: ASTM B749, Type L511121, copper bearing sheet lead with plumbing vents being 4 Ibs1sq ft (0,0625-onch thick). Paint metal surfaces exposed to View from ground level as indicated on Drawings, Install sheet metal flashing and trim in accordance with applicable details of SMACNA "Architectural Sheet Metal Manual" and NRCA "Low Slope Roofing Manual." Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level. Install work with laps, joints, and seams that will be permanently watedight and weatherproof Section 077200-Roof Accessories Roof curbs: Internally reinforced roof -curb units capable of supporting superimposed live and dead loads, including equipment loads and other construction indicated on drawings; with welded or mechanically fastened and sealed comerjohns, and integrally formed deck- mounting flange at perimeter bottom. Size: Coordinate dimensions with roughing -in information or shop drawings of equipment to be supported. Material: Zinc -coated (galvanized) steel sheet, 0.052 inch thick. Finish: Mill phosphatized. Comply with NAAMM's "Metal Finishes Manual For Architectural And Metal Products' for recommendations for applying and designating finishes. Install roof accessories according to manufacturers written instructions. ' ' �n "" 'I Penetration Firestopying 1Vd I �Satlleports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for penetration firestopping. Install and cure penetration firestopping per manufacturers written instructions using natural means of ventilations or, where this is inadequate, forced -air circulation. Manufacturers: Subject to compliance with requirements, provide products by one of the following: HIM, Inc.; Nelson Firestop Products; 3M Fire Protection Products; Tremco, Inc.; Tremoo Fire Protection Systems Group. Provide penetration firestop;ong that is produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire -resistance rafing of construction penetrated, Penetration firestopping systems shall be compatible with one another, Wth the substrates forming openings, and Wth penetrating items if any. A. Penetrations in Fire -Resistance -Rated Walls: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01 -inch wg. 1. F-Rafing: Not less than the fire -resistance rating of constructions penetrated. B. Penetrations in Horizontal Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. 1. F-Rating: At least I hour, but not less than the fire -resistance rating of constructions penetrated. 2. T-Rating: At least 1 hour, but not less then the fire -resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. C. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL 1479. 1. L-Rafing: Not exceeding 5.0 cfrrdsq. ft. of penetration opening at 0.30-Inch wg at both ambient and elevated temperatures, D. Exposed Penetration Firestopping: Provide products with flame -spread and smoke- developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84� E. Accessories; Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency for firestopping indicated. 1. Permanent forming/damming/backing materials, including the following: a. Slag-woofftber or rock -wool -fiber insulation. b. Sealants used in combination with other forming/damming/backing materaft to prevent leakage of fill materials in liquid state. c. Fire -rated form board. d. Fillers for sealants. Examine substrates and conditions, with Installer present, for compliance wth requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work, Install penetration firestopping to comply with manufacturers written installation instructions and published drawings for products and applications indicated. Identify penetration firestopping with preprinted metal or plastic labels, Attach labels permanently to surfaces adjacent to and within 6 inches of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Use mechanical fasteners or self -adhering -type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following: The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage, Contractor's name, address, and phone number, Designation of applicable tearing and inspecting agency, Date of installation, Manufacturer's name and Installers name. Contractorwill engage a qualified independent testing agency to perform tests and inspections. 7 1 R I of I in I 11 I 19 Section 078446-Fire.RLsigtive Joint Systems Fire -resistive joint syster,, tests are performed by a qualified testing agency acceptable to authorities having jurisdiction, Where required, provide fire -resistive joirl systems that are produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fire -resistance raring of assemblies in or between which fire -resistive joint systems are installed, Fire -resistive jdnt systems shall accommodate building movements without impairing their ability to resist the passage of fire and hot gases. Install fire-resisfiva joint systems to comply with manufacturers written installation instructions and published drawings for products and applications Indicated. A. Joints in orbetween Fire -Resistance -Rated Construction: Provide fire -resistive joint systems Wth ratings determined per ASTM E 1936 or UL 2079: 1. Rre-Resistance Rating: Equal to or exceeding the fire -resistance rating of construction they will join, B. Joints at E)tedor Curtain-WaIVF[oor Intersections: Provide fire -resistive joint systems Wth raring determined by ASTM E 1 1 9 based on testing at a positive pressure differential of 0.01- inch wg (2.49 Pa) or ASTM E 2307. 1. Fire -Resistance Rating: Equal to or exceeding the fire -resistance rating of the floor assembly. C. Joints in Snoke Barriers: Provide fire-resisfive joint systems with ratings determined per UL 2079. 1. L-Rating: Not exceeding 5.0 chrult (0,00775 cu. ri x m) of joint at 0.30 inch wg (74.7 Pa) at both ambient and ele�atecl temperatures. D. Exposed Fire -Resistive Joint Systems: Provide products with flame -spread and smoke- developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84, E. Accessories: Provide components of fire -resistive joint systems, including primers and forming materials that are needed to install fill materials and to maintain ralings required, Use only components specified by fire-resisfive joint system manufacturer and approved by the qualified testing agency for systems indicated, Identify fire -resistive joint systems with preprinted metal or plastic labels, Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) ofjoint edge so labels will be visible to anyone seeking to remove or penetrate joint system. Use mechanical fasteners or self -adhering -type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels: The words 'Warning - Fire -Resistive Joint System - Do Not Disturb. Notify Building Management of Any Damage", Contractor's name, address, and phone number, Designation of applicable testing agency, Date of installation, Manufacturers name and Installers name. Section 07920Wofint Sealants Special Installers Warranty., 2 years from date of Substantial Completion. Special Manufacturers Warranty: 5 years from date of substantial completion. Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint -sealant manufacturer, based on testing and field experience. Colors of Exposed Joint Sealants: Match adjacent surface color, unless indicated otherwise. A. Silicone joint sealants: Mildew -Resistant, Single -Component, Nonsag, Neutral -Curing Silicone Joint Sealant: ASTM C 920, Type S, Grade NS, Class 25, for Use NT. Pecora Corp. 898 or approved equal, Mildew -Resistant, Single -Component, Add -Curing Silicone Joint Sealant. ASTM C 920, Type 5, Grade NS, Class 25, for Use NIT. BASF Building Systems Onnniplus, Dow Coming Corp 786 Mildew Resistant, GE Advanced Materials-Siliwri Sanitary SCS1700, or Tini Inc. Trennsil 200 Sanitary or approved equal. B. Urethane joint sealants: Mufticomponent, Nonsag, Urethane Joint Sealant: ASTM C 920, Type M, Grade NS, Class 50, for Use NT. Pecora Cor, Dynatrol 11, Tremco Inc. Dymeric 240 or approved equal. C. Latex joint sealants: Acrylic latex or sirconized acrylic latex, ASTM C 834, Type OP, Grade NF, BASF Building Systems; Sonolac, Bostik, Inc.; Chem -Calk 600, Pecora Corporation; AC-20+, Tremco Incorporated; Trendflex 834 or approved equal. D. Acoustical joint sealants: Manufacturers standard nonsag, paintable, nonstaining latex sealant complying with ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. Pecora Corp AC-20 FTR, USG Corp. SHEETROCK Acoustical Sealant. E. Backing� Provide sealant backings of material that are nonstaining; are compalible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing, Primer: Material recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant- substrate tests and field tests. Installation: Comply wiffijoint-sealant manufacturers written installation instructions for products and applications indicated, unless more stringent requirements apply. Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. A. Joint -Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Location : a. Perimeterjoints between materials. b. Otherjoints as indicated. 2. Urethane Joint Sealant: Multicomponent, nonsag, Class 50. B. Joint -Sealant Application: Interior joints in verflcal surfaces and horizontal nontraffic surfaces, 1, Joint Locations: a. Control and expansion joints on exposed interior surfaces of exterior walls, b. Perimeter joints of exterior openings where indicated, c. Perimeter joints between interior wall surfaces and frames of interior doors and windows. d. Other joints as indicated. 2. .bint Sealant: Latex. C. Joint-SealEnt Application: Mildew -resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Other joints as indicated. 2. Joint Sealant: Mildew resistant, single component, nonsag, neutral or acid Curing, Silicone, D. Joint -Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic, surfaces. 1. Joint Location: a. Acoustical joints where indicated. b. Otherjoints as indicated. 2, Joint Sealant: Acoustical, Section 081 11 3-Hollow Metal Doors and Frames Manufacturers: Subject to compliance with requirements, provide products by one of the following: Ceco Door Products; an Assa Abloy Group company; Curries Company; an Assa Abloy Group company; HMF Express; Pioneer Industries, Inc.;Steelcraft; an Ingersoll-Rand company. Fire -Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire -protection ratings and tamperature-rise limits indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. Smoke- and Draft -Control Assemblies: Provide an assembly with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UIL 1784 and installed in compliance with NFPA 105. Interior doors and frames: Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. A. Heavy -Duty Doors and Frames: SDI A250.8, Level 2. 1. Physical Performance: Level B according to SDI A250.4. a. Doors: Type: As indicated in the Door and Frame Schedule. Thickness: 1-3/4 inches. Face: Uncoated, cold -rolled steel sheet, minimum thickness of 0.042 inch. Edge Construction: Model 1, Full Flush. Core: Kraft -paper honeycomb. 2. Frames: Materials: Uncoated, cold -rolled steel sheet, minimum thickness of 0.053 inch. Construction: Face welded. 3. Exposed Finish: Prime, Clean, pretreat, and apply manufacturers standard primer. 4. Jamb and floor anchors: As recommended by manufacturer. 5. Fabricate hollow -metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, Mth minimum radius for metal thickness. Installation: Install hollow -metal work plumb, ri properly aligned, and securely fastened in place. Comply with Drawings and manufacturers written instructions. Install hollow -metal frames of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified, PFer�_on 1_,8�c_esrs loors and Frames ,a,!E;SS Dou S and Frames: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire protection and temperature -rise limit ratings indicated, according to NFPA 252 or UL 10B. Comply with NFPA 288 for fire -rated access door assemblies installed horizontally. Manufacturers: Subject to oompliancewith requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Acudor Products, Inc., Babcock -Davis., JL Industries, Inc.; a division of the Activar Construction Products Group, Karp Associates, Inc., Larsens Manufacturing Company, Milcor; Commercial Products Group of Had & Cooley, Inc., Nystrom, Inc. Flush Access Doors with Exposed Flanges: Description: Face of door flush with frame, with exposed flange and concealed hinge, Locations Wall and ceiling. Door Size: Minimum 12" x 12' for valves, sized appropriately for access and maintenance requirements of equipment, fixtures, etc. unless otherwise shown on drawings. Minimum 24' x 36' at mechanical equipment. Metallic -Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 man), 16 gage, factory primed finished. Frame Material: Same material, thickness, and finish as door. Hardware: Lock. Flush Access Doors with Concealed Flanges: Description: Face of door flush with frame, with concealed flange and concealed hinge. Locations: Ceiling. Door Size: Minimum 24' x 24 unless other size is necessary for required maintenance. verify with architecYengineer prior to ordering and installing. Metallic -Coated Steel Sheet for Door. Nominal 0.064 inch (1.63 mm), 16 gage, factory primed. Frame Material: Same material, thickness, and finish as door. Hardware: Cam latch, key operated. Recessed Access Doors with Concealed Flanges: Description: Door face recessed % inch for gypsum board or plaster infill with concealed flange for gypsum board or plaster installation and concealed hinge. Locations: Ceiling. Door Size: Minimum 24' x 24 unless other size is necessary for required maintenance, Verify with architecgengineer prior to ordering and installing. Metallic -Coated Steel Sheet for Door: Nominal 0,064 inch (1.63 man), 16 gage, factory primed, Hardware: Cam latch, key operated. Fire -Rated, Flush Access Doors with Exposed Flanges: Description: Door face flush with frame, with a core of mineral -fiber insulation enclosed in sheet metal, with exposed flange, self -closing door and concealed hinge. Locations: Wall. Door. Provide self -latching door with automatic closer and interior latch release. Provide manufacturers standard width exposed flange, proportional to door size. Fire -Resistance Rating: Not less than that of adjacent construction. Temperature -Rise Rating: 450 deg F at the end of 30 minutes. Metallic -Coated Steel Sheet for Door: Nominal 0.064 inch (1.63 ri 20 gage, factory primed. Frame material: Same material, thickness and finish as door. Hardware: Self -latching door hardware, key operated, Fire -Rated, Flush Access Doors with Concealed Flanges: Description: Door face with frame, with a core of mineral -fiber insulation enclosed in sheet metal, with concealed flange for gypsum board or plaster installation, self -closing door and concealed hinge, Locations: Ceiling. Door Size: Minimum 24" x 24" unless other size is necessary for required maintenance. Verify Wth architectlengineer prior to ordering and installing. Fire -Resistance Rating: Not less than that of adjacent construction. Temperature -Rise Rafing� 450 deg F at the end of 30 minutes. Metallic -Coated Steel Sheet for Door'. Nominal 0.040 inch (1.02 man), 20 gage, factory primed. Frame material; Same material, thickness and finish as door. Hardware: Self -closing, self -latching door hardware, key operated. Comply with manufacturers written instructions for installing access doors and frames. Section 087100-Door Hardware Submittals: Submit product data, final hardware schedule coordinated with related work and templates for doors, frames and other work specified to be factory prepared for installation of door hardware, Maintenance: Furnish a complete set of specialized tools and maintenance instructions as needed for Owners continued adjustment, maintenance, and removal and replacement of door hardware. Quality Assurance: Obtain each type of hardware from a single manufacturer. Supplier shall be a recognized architectural door hardware supplier, with warehousing facilities in the Project's vicinity, that has a record of successful in-service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this Project and that employs an experienced architectural hardware consultant (AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the course of the Work, for consultaflon. Fire -rated openings: Provide door hardware that complies with NFPA Standard No. 80 and requirements of authorities having jurisdiction, All permanent keys, grand masters and master keys shall immediately be sent upon receipt with a ropy of a schedule identifying door opening number and keyset symbol, via a method allowing for proof of delivery. Send to: AMC Entertainment, 11500 Ash Street, Leawood, KS 66211 Attn: Kerry Stanley. Hardware Products: ITEM SPECIFIED APPROVED EQUAL Hinges Ives No Substitution Cylinders Schlage No Substitution Exit Devices Falcon No Substitution Closers LON No Substitution Flalgoods Ives No Substitution Stops Ives No Substitution Thresholds National Guard No Substitution Weatherstri National Guard No Substitution Typical auditorium entry door hardware: See door details and elevations Installation: Mount hardware units at heights indicated in following applicable publications, except as specifically indicated or required to comply with governing regulations and except as otherMse directed by Architect. l.'Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Insfitute.2. NWWDA industry Standard I.S.1.7, "Hardware Locations for Wood Flush Doors", Install each hardware item in compliance with the manufacturer's instructions and recommendations. Approximately six months after the date of Substantial Completion, the Installer, accompanied by representatives of the manufacturers of latch -sets and lock -sets and of door control devices, and of other major hardware suppliers, shall return to the Project to perform adjustments, consultation and replacement (if required), Section 092900-Gypsum Board Provide maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated, Acceptable manufacturers include Georgia-Pacific Gypsum ULC, Lafarge North America Inc., National Gypsum Co. and USG Corporation. Gypsum Board: ASTM C 13961C 1396M with moisture and mold resistant core and paper surfaces. Core: 5/8 inch, Type X Long edges: tapered. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274, Tile Backing panels: Either Glass -Mat, water- resistant board-ASTM C 11781C 1178M with manufacturer standard edges, 518 inch, Type X core and ASTM D 3274 mold resistance from Cerain"reed Corp (GlasRoc Tile Backer), Georgia-Pacific Gypsum LLC (DensShield Tile Backer) or Naronal Gypsum Co. (e2XP Tile Backer) or Cemenfifious Backer Units -ANSI At 18.9 and ASTM C 1288 or 1325 with manufacturer standard edges, 518 inch and ASTM D 3274 mold resistance from National Gypsum Co. (Permabase Cement Board) or USG Corp. (Durock Cement Board). Trim Accessories: Interior trim: ASTM C 104 galvanized or aluminum -coated steel sheet or rolled zinc. Joint Treatment materials: ASTSM C 475/C 475M. Provide auxiliary materials that comply with referenced installation standards and manufacturers mitten recommendations. Sound Attenuation blankets: ASTM C665, Type I -comply with mineral -fiber requirements of fire -resistance rated assemblies. Application and Finishing: Comply with ASTM C840. STC rated assemblies: Seal construction at perimeters, behind control joints, and at openings and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions at perimeters and through penetrations. Comply with ASTIA C 919 and with manufacturers written recommendations for locating edge trim and closing off sound -flanking paths around or through assemblies, including sealing partitions above acoustical ceilings, Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect, A. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for file. 3. Level 4: At panel surfaces that will be exposed to view where Level 5 is not specifically noted to be utilized in the construction documents for use in lieu of Level 4. a. Printer is specified in Section 099123 "I interfor Painting," 4, Level 5: This is the standard finish for AMC projects at all entries around signage and is the base level for gypsum board work in these areas and where called for elsewhere in the construction documents. I RE_ FOR V'='D CODE COM�LIANCE ; . NOV 2 2 2019 , I CitY of Tukwila BUILDING DIVIsION ===� 211247:36 . , @.'111 '('� , 'Ifj� ,� I "I - ��� I (n E Z5 0 9 Z5 C =5� ad M 2 �: C 0) 0 - C tij .53 :0 cu - 0) to 0 C: R 0 C) OR !� _(6 00 128 a) 8 r_ 0)= .i7i = Q) C 0 W W � - !� . 2 �- , �5 6 15 0 to to C -2 Q) 0) 19 ,6 '.O a) cu :t-_ >1 = �: 2 N < �; Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 1 1 500 Ash Street Leawood,Kansas 66211 8882614386 Copyright 0 201 9 American Multi -Cinema Inc ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 V 11606 ___� ��FREGISTERED C.,T.CT ARCHITECT ' ' - '_ " P_,� '��_�JANA ELLY,C'EBEE TRIPLETT ST T , S STATE OF WASHINGTON 2v'� � 0�7_ ,:A Drawn By MW/MG Checked By EN Specifications Project Number: 2019.344 @ Copyright 2019 -E co Q) 0) E Z LLI Section 093000-Tilinci ANSI Ceramic Tile Standard: Provide tile that complies Win ANSI A137.1 for types, compositions, and other charactedstics indicated, Provide file complying with Standard grade requirements unless otherdise indicated, ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI standards referenced in other Pal 2 articles, ANSI standards referenced by TCA installation methods specified in tile installation schedules, and other requirements specified. Factory Blending: For tile exhibiting color variations within ranges, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples. Tile Types: Subject to compliance with requirements, provide products indicated on drawings. Waterproof Membrane: Manufacturers standard product that complies Wth ANSI At 18. 10 and is recommended by the manufacturer for the application indicated. Include reinforcement, accessories, and sealant recommended by manufacturer. Crack Isolation Membrane: Manufacturer's standard product that complies with ANSI At 18.12 for high performance and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. Selling Materials: Portland Cement Mortar (Thickset) Installation-AMSI A108.02. Latex -Portland Cement Mortar (Thin ser-ANSI At 18.4 (for glass tile, use Laticrete 254 platinum, white. Medium -Bed, Latex-PorHand Cement Mortar -ANSI At 18.4, product approved by manufacturer. Grout: Polymer -Modified tile grout, ANSI At 18,7, Ethylene Vinyl acetate or acrylic additive polymer type, in dry, redispersible form, prepackaged with other dry ingredients. Elastomeric Sealants: Color of exposed sealant to match colors of grout in adjoining sealed joints unless otherwise indicated. Either one -part, mildew resistant Silicone sealant, ASTIA C 920, Type S, Grade NS, Class 25, Uses NT, G, A and as applicable to nonporous joint substrates indicated, 0 or multi -pal, pourable Urethane sealant for Use T, ASTM C 920, Type M, Grade P, Class 25, Uses T, M, A and as applicable to joint substrates indicated, 0. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers'writen instructions. Installation: Comply with TCA`s "Handbook for Ceramic Tile Installation" for TCA installation methods required for the substrate and room environments for which they are being installed. Comply with parts of the ANSI A108 Series 'Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of selling and grouting materials used. For tile floors composed of tilles 8 by 8 inches or larger and rib -backed files, follow procedures in the ANSI A108 series of tile installation standards for providing 95% mortar coverage. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Provide manufacturer's standard tdm shapes where necessary to eliminate exposed tile edges. Lay file in grid pattern unless otherviise indicated, Lay out tile work and center tile fields in both directions in each space or on each wall area. Provide 118"joint widths unless indicated otherwise on drawings. Provide expansion joints and other sealant -filled joints, including control, contraction, and isolation joints, where indicated or as recommended by manufacturer. Section 095113-Acoustical Panel Ceilings Furnish extra materials that match products installed and that are packaged Wth protective covering for storage and identified with [abets describing contents equal to 2% of quantity installed. A. Acoustical ceiling panels: Obtain each type from single source from single manufacturer. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that comply Win ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and light reflectances unless otherwise indicated. Color: Black. Acoustical panel Basis -of -Design product: LISS Interiors, Inc. "Radar Climalolus 2410, Z x 4' x 518'-Flat Black. Provide acoustical panels treated with manufacturers standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram -positive and gram -negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTIM D 3274 or ASTM G 21� B. Suspension Systems: Obtain each type from single source from single manufacturer. Provide manufacturers standard direct - hung metal suspension systems of types, structural classifications, and finishes indicated that comply with applicable requirements in ASTM C 635/C 635M. Size attachment devices for five times the design load indicated in ASTIA C 6351C 635M, Table 1, "Direct Hung,' unless othenivise indicated. Comply Win seismic design requirements. Wire Hangers, Braces, and Ties: Zinc -Coated, Carbon -Steel Wire: ASTM A 6411A 641 M, Class 1 zinc coating, soft temper. Size: Select wire diameter so its stress at three times hanger design load (ASTM C 6351C 635M, Table 1, "Direct Hung') will be less than Yield stress of wire, but provide not less than 0. 1 06-inch- diameter vAre. Basis -of -Design: USG Donn Brand DX/DXL, 1511 G" suspension system, Flat Black. Wide -Face, Capped, Double -Web, Steel Suspension System: Main and cross runners roll fornried from cold -rolled steel sheet; prepainted, electrolytically zinc coated, or hot -dip galvanized according to ASTM A 6531A 653M, not less than G30 coating designation; with prefinished 15/16- Inch- wide metal caps on flanges, Structural classification: Heavy-duty system, Provide metal edge moldings and trinn from acoustical panel manufacturer. Provide and install all hangers, clips, etc. necessary per structural details for ceiling. Installation: Install acoustical panel ceilings to comply Win ASTM C 6361C 636M and seismic design requirements indicated, according to manufacturer's written instructions and CISCA's 'Ceiling Systems Handbook." Repair of existing suspended acoustical panel ceiling systems (when existing ceilings are to be reused in the renovation): Examine conditions above ceiling system and the cefl ing system itself prior to beginning the work. Determine extents of work required to patch, repair, replace and furnish all necessary materials and labor to meet the construction documents intent to reuse the existing ceiling system as indicated. If sloping the ceiling is indicated, main runners must run up the slope. Determine the manufacturer of the existing system and follow their instructions for reshaping and/or repair of the system for its continued use. Section-096513-Resilient Base and Accessories Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to not less than 10 LF for every 500 LF of each type of product installed. Maintain ambient temperatures within range recommended by manufacturer. Acceptable manufacturers include Armstrong World Industries, Johnsonite (A Tarkeft Co.) and Roppe Corporation USA, Product standard: STM F 1861, Type TP (rubber, thermoplastic). Group: I (solid, homogeneous). Provide Style A, Straight in areas with carpet and Style B, Cove in areas with resilient flooring. Thickness: 0.125 inch. Height as indicated on drawings. Lengths determined by coils in manufacturers standard length. Outside and inside comers; premolded or preformed comers. Colors as indicated on drawings or manufacturers designations. Molding Accessories: Acceptable manufacturers same as listed above plus Schluter Systems. Metal or resilient carpet edge for glue -down applications, reducer strip for resilient flooring, joiner for tile and carpet, and transition strips, Coloralloaftems as indicated on finish schedule, Installation: Comply Wth manufacturer's Milan instructions for installing and preparation of substrates for resilient base. Section UU00 W-KOSIffent Tile Flooring Store floor tile and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg. F or more than 90 deg. F. Maintain manufacturer recommended temperatures during and after installation. Store tiles on flat surfaces. Fire -Test -Response characteristics: For resilient tile flooring, as determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified agency; Critical Radiant Flux Classification: Class 1, not less than 0.45 W/sq. cm. Materials: Provide Armstrong Imperial Texture Standard Excelon unless noted otherwise in drawings, Color: Classic Black 51910. Trowelable leveling and patching compounds: Latex -modified, Portland cement based or blended hydraulic -cement formulation provided or approved by floor tile manufacturer for applications indicated, Adhesives: Water-resistant type recommended by floor file and adhesive manufacturers to suit floor file and substrate conditions indicated. Adhesive VOC content to be 50 g/L or less. Floor polish: Provide protective, liquid floor -polish products recommended by floor tile manufacturer. Edge strips to be homogeneous Vinyl or rubber type; tapered or bullmose edge; approximately 1-1/2' wide. Color to match tile, unless noted othenvise. Installation: Examine substrates with installer present for compliance with requirements for maximum moisture content and other conditions affecting performance of the work. Prepare substrates according to floor file manufacturer's written instructions to ensure adhesion of resilient products. For concrete substrate, prepare according to ASTM F 710, Installation shall comply with manufacturer's written instructions. Lay out floor riles from center marks established with principal walls, so tiles at opposite edges of room are of equal width. Lay tiles square With room axis, unless shown or indicated otherwise in draviings. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures, Extend floor files into toe spaces, door reveals, closets and similar openings. Adhere floor files to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks and other surface Imperfections. Comply with manufacturers written Instructions for cleaning and protecting floor tile. Apply two coats of liquid floor polish, after cleaning and preparation work, per manufacture's written instructions. Dim �1 I 1 9 1 3 14 1 5 1 6 1 7 I - I I I - 1 1. 1 - - Section 097200-Wall Coverings Furnish extra materials that match products installed and that are packaged With protective covering for storage and identified with labels describing contents equal to 5 percent of amount installed. Build mock-up of acoustic wall treatment system. Environmental Limitations: Do not deliver or install wall coverings until spaces are enclosed and weathertight, wet work in spaces is complete and dry, work above ceilings is complete, and temporary HVAC system is operating and maintaining ambient temperature and humidity conditions at levels intended for occupants after Project completion during the remainder of the construction period. Fire -Test -Response Characteristics: As determined by testing identical wall coverings applied with identical adhesives to substrates according to test method indicated below by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. Surface -Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency, Flame -Spread Index: 25 or less. Smoke -Developed Index: 50 or less. Acoustic Wall Panel Systems: Refer to the Finish Legend and Schedule in the documents to determine which fabric listed below is to be used in this auditorium renovation: 1. Pro -Stretch Acoustical Panels: As indicated in the drawings. EOMAG Site built fabric acoustic wall system, System composed of 2-118'fire resistant plastic track, 2" (6.0 lb/cbic foot) rigid acoustic core and fabric selected from standard available range. Tracks to be spaced per drawings. Fabric: 100% Recycled Polyester. Weight: 15.0 +/- 1.0 oz. I Lin. Yard. Flammability: ASTM E-84, Class A NFPA 265; UBC 8-2: Passes. Color: Black. 2. As indicated in the drawings: Melfabco: 8 oz, Velourettle. Color: Black. Flammability: Inherently Flame Retardant. NFPA 701 (Small Scale). Wall Coverings: Refer to the Finish Legend and Schedule in the documents to determine which fabric listed below is to be used in this auditorium renovation: 1. As indicated in the dravAngs, EOMAC Decor 11. Flammability Test Responses: Comer Bum-NFPA 265; UBC 8-2; Passes. Tunnel Test: ASTM E-84, Class A. 2. As indicated in the drawings: Melfabco: Tiara Wall Carpeting. Color: Onyx. Flammability: Class A, ASTIM E84; NFPA 701-2004. 3. As indicated in the drawings: Wolf Gordon: Felt 605AW, anti -microbial. Color: Black Coal. Flammability: Class A, ASTM E84; NFPZ 701-2004. Adhesive: Mildew -resistant, nonstaining adhesive, for use with specific wall covering and substrate application indicated and as recommended in writing by wall -covering manufacturer. Pdmer/Sealer: Mildew resistant, as recommended in writing by primedsealer and wall -covering manufacturers for intended substrate. Wall liner: Nonwoven, synthetic undedayment and adhesive as recommended in writing by wall - covering manufacturer. Seam Tape: As recommended in writing by wall -covering manufacturer. Preparation and installation: Comply with manufacturers written instructions for surface preparation. Comply with wall -covering manufacturers' written installation instructions applicable to products and applications indicated. Section 099123-intedor Painting Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents equal to 5 percent (but not less than I gallon) of each material and color applied. Store materials not in use in tightly covered containers in well -ventilated areas with ambient temperatures continuously maintained at not less than 45 deg R Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. Do not apply paints when relative humidity exceeds 85 percent at temperatures less than 5 deg F above the dew point or wet surfaces. Manufacturer: Sherwin Williams Company. Provide materials for use within each paint system that are compatibleivith one another and substrates indicated. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. Colors: As indicated in a schedule on the Drawings and if not indicated as selected from a full range of colors available. Paint schedule as follows: A. Gypsum board on Lower Walls: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, (4 mils wet, 1.5 mrs dry). 2. 2 Coats ProMar 200 Zero VOC Latex Eg-Shel, B20-2600 Series (4 mils wet, 1.6 mils dry per coat). 8, Gypsum board on Higher Walls: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, (4 mils wet, 1 .5 mils dry). 2. 2 Coats ProMar 400 Interior Latex Flat, B30BO4600 (4 mils wet, 1.6 mils dry per coat). C. Gypsum Board Substrate for Graphic Warcovering: 1. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, B28WO2600 Series (4 mile wet, 1.5 mils dry). 2. 2 Coats Solo 100% Acrylic Gloss, A77 Series (4 mils wet, 1.6 mils dry per coat). D. Wood: 1. For Wood Trim, Casings, Wall Caps, etc.: After installation, fill all holes with lightweight spackling compound. When spackle ddes, lightly sand all trim with 120 grit sandpaper. For rough him start with 80 grit sandpaper. Remove all dust with tack cloth before applying primer, After primer ones, lightly sand all him with 120 grit sandpaper again and remove all dust with tack cloth before applying paint color coats. 2. 1 Coat ProMar 200 Zero VOC Interior Latex Primer, B28WO2600 Series (4 mrs wet, 1.5 mrs dry). & 2 Coats Pro Industrial Water Based Alkyd Urethane Enamel, See Finish Legend for sheen and Series (6 tol 2 mils wet, 2.5 to 4 mrs, dry per coat). E. Concrete Masonry Units; 1. 1 coat block filler, latex, interiorlexterior, MPI #4 2. Intermediate Coat: Latex, interior, matching topcoat 3. Topcoat: Latex, interior (MPI Gloss Level,t), MPI #43 F. Steel (Handrails, Doors, Frames, Trim, etc.): 1. - For Repaints: Lightly Sand with 120 grit sandpaper and dean with water soluble cleaner such as Simple Green before painfing. 2. - For Bare Metal: Minimum surface preparation is Hand Tool Clean per SSPC-SP2, Remove all oil and grease from surface per SSPC-SP1. 1 - 1 coat Pro Industrial Pro-CrY Primer (4 mrs wet, 1.5 mrs dry). 4. - 2 coats Pro Industrial Water Based Alkyd Urethane Enamel, See Finish Legend for sheen and Series (6 to12 mils wet, 2.5 to 4 mile dry per coat). Preparation and installation: Maximum moisture content of substrates when measured with an electronic moisture meter as follows: Wood-1 5 percent, Gypsum BDardd-1 2 percent. Masonry-1 2 percent. verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. Comply with manufacturer's written instructions and recommendations in "MPI Manual' applicable to substrates indicated. Apply paints according to manufacturees written instructions and to recommendations in 'MPI Manual." Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: Paint the following work where exposed in equipment rooms: Equipment, including panerroards and switch gear, Uninsulated metal piping, Uninsulated plastic piping, Pipe hangers and supports, Metal conduit, Plastic conduit, Tanks that do not have factory -applied final finishes and Duct, equipment, and pipe insulation having cotton or canvas insulalion covering or other paintable jacket material. Paint the following work where exposed in occupied spaces: Equipment, including panellboards, Uninsulated metal piping, Uninsulated plastic piping, Pipe hangers and supports, Metal conduit, Plastic conduit, Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material, Other items as directed by Architect. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets that are Visible from occupied spaces. 8 1 9 1 10 1 11 1 12 Section 102600-Wall Protection This section includes coner guards. Provide comer guards to match existing theater standard of outside comers of painted walls. If the documents do not contah a note to match exisfing, furnish products noted below. Fumish extra materials flat match products installed and that are packaged with protective covering for storage and identified with labels describing contents: fullAze, flexible comer guards of maximum length equal to 2 percent of each type of units installed, but no fewer than two, 4-foot-liong units, Special Warranty; Five years, Comer Guards: A. Surface-Mointed, Flexible Plaslic Comer Guards: Fabricated from PVC plastic; with formed edges; fabricated with 90- or 135 degree turn to match wall condition. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. PC Door and Wall Protection Systems; Division of InPro Corporation. 2. Wing Size: Nominal 1-1/2 inches by 1-1/2 inches. 3.Fexiblevinyl: 0.110-inch thickness. 4. Mounting: Manufacturees heavy duty adhesive. 5. Color and Texture: Refer to Finish Legend. B. Surface-Mointed, Metal Comer Guards: Fabricated from one-piece, formed or extruded metal with formed edges; with 90- or 135-degree turn to match wall condition. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: a. PC Door and Wall Protection Systems; Division of InPro Corporation. 2. Material: Stainless steel, Type 304. a. Thickness: Minimum 0.0625-inch (1.6 mm). b. Finish: Directional satin, No. 4, 3. Wing Size: Nominal 1-1/2 inches by 1-1/2 inches (38 by 38 mm), 4. Comer Radius: 1/84nch (3 mm). 5. Mounting: Flat -head, countersunk screws through factory -drilled mounting holes. Installation: Install impad-resistant wall protection units level, plumb, and true to line without distortions. Do not use materials wth chips, cracks, voids, stains, or other defects that might be visible in the finished Work. Install impact -resistant wall protection units in locations and at mounting heights indicated on Drawings, Provide splices, mounting hardware, anchors, and other accessories required for a complete installation. Provide anchoring devices to withstand imposed loads. Section 104413-Fire Extinguisher Cabinets Fire Extinguishers: Provde cabinet with fire extinguisher where indicated. Provide cabinet for existing extinguishers to be reused, Conform to NFPA 10 requirements for portable fire extinguishers. Provide fire extinguishers, cabinets and accessories by a single manufacturer. Conform to UBC 43-6 (ASTIM E814-83) for fire resistive wall performance where necessary, Conform to Americans Win Disabilities Act 1990 on maximum cabinet prqection of 4" in corridors where necessary. Fire Extinguisher cabinets to match building standard, unless noted otherwise. If located in the auditoriums, reference specified colors in the drawings. Fire Protection Cabinet: Cabinet Type: Suitable for fire extinguisher, Products: Subject to compliance with requirements. J. L. Industries, Inc., a division of Activar Construction Products Group; 1017 F1 0. A. Cabinet Construction: 1 . Pre -Rated Cabinets: Construct fire -rated cabinets Mi In double walls fabricated from 0.0428-inch- thick, cold -rolled steel sheet lined with minimum 518-inch- thick, fire- barrier material. Provide factory-drifled mounting holes. B. Cabinet Material: Steel sheet. 1. Shelf: Same metal and finish as cabinet. C. Semirecessed Cabinet Cabinet box partially recessed in walls of sufficient depth to suit style of trim indicated; with one-piece combination Win and perimeter door frame overlapping surrounding wall surface vWth exposed him face and wall return at outer edge (backbend). Provide where walls are of insufficient depth for recessed cabinets but are of sufficient depth to accommodate semirecessed cabinet installation. 1. Rolled -Edge Trim: 2-112-inch backbend depth. D. Cabinet Trim Material: Steel sheet. Door Material: Steel sheet. Door Style: Full bubble, frameless. Door Glazing Break acrylic bubble. E. Door Hardware: Manufacturer's standard door -operating hardware of proper type for cabinet type, him style, and door material and style indicated, 1. Provide manufacturees standard. 2. Provide continuous hinge, of same material and finish as trim, permitting door to open 180 degrees, F. Finishes: 1. Manufacturees standard baked -enamel paint for the following: a. Exterior of cabinet door and trim except for those surfaces indicated to receive another finish. b. Interior of cabinet and door. Prepare recesses for semirecessed fire protection catoinets as required by type and size of cabinet and him style. Install fire protection cabinets in locations and at mounting heights indicated or, if not indicated, at heights acceptable to authorities having jurisdiction. Section 12900-Trillum Exit Signane Trilium exit signage; Power free exit signs that require no electricity or battery power to work. They are illuminated via radioluminescence (low level nuclear decay). Scope of work may involve any combination of the following: remove existing, provide new and/or relocate existing tritium exist signs as shown on drawings. Note: Before removal or installation of tritium exit signs, email Facilities@AMCtheatres.com for information required for Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. Install per manufacturer recommendations. Products: A. Manufacturer: Isolite 1. Model 880 for single face and 2040-07 for double face per plans 2. Face Color. Red (R), Frame: Black (BK) 1 Service Ufe: 10 years REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY Or TU KWI LA OCT 2 8 2019 0 PERMIT CENTER 13 114 115 1 16 117 18 19 1 20 _T 24 E2 E CD I', 9 1: (D a =� 03 ru C 0) 0 a U) 0 C: 0 cc 0 C\j 0 co a) 0 to 0 C: EMEM WOMO C U) M cc Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright Q 2019 American Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 REGISTERED-] 11606 E7GISTEREID C "'TECT ARCHITECT Dram By MWIMG Checked By EN Specifications A3 Project Number: 2019.344 @ Copyright 2019 1 - I - I I I - I � I — I I . I — I " I — I — I .. I it Existing exit door to corridor to remain Rem ve all steel Remove all existing acoustical wall panels, handrails, typical wall coverings, wood trim, wall sconces, 91 21'-10 1/4" 113141, aisle lighting, typical Existing Sloped Floor to Remain \26 Existing screen frame to remain, Remove existing screen sheet, to be replaced Portion of existing seating risers and steps to be q demolished and removed as needed for new construction. Provide smooth level floor where surface is not to recycle -5 over build. Existing IMAX DFL A speakers on screen frame to remain unless directed otherwise by AMC Y1 I F- Auditorium #1 -2'- 6 1/4" flMAX 3 L Centedine or auditorium and screen Remove all steel Remove existing 'wedge- guardrails, typical style' sub -base speaker; to be replaced. Store, ship or dispose per Owner. Existing acoustical insulation on walls to remain, patch as necessary. 10 1 IV 1 4V 1 41 1 44 1 40 1 Z4 26 L L L L 20 01 5 23 23 23 23 23 23 Existing aisle stairs to remain; unless note d otherwise Proiection Equipment Remove all existing— Room 2 seating, typical 17'- 0 1/4" X, —4 3 -i 0 1/2" -1 0 1/4" 111/2" 2'- 6" 3- 11114" 5'- 5" 6- - 1 V 8'- 5 1/4" 9'- 11" 11'- 4 1/2' 12,- 10 314' 1 0- 1�� -1 - -4 4-- 21 1 L- -I -J I -J I -i I -J I -I -J L J F - - - For projection equipment or A de, olition plan; Re: Al IA7 F I L 1 1 5 -J I J I _Jl Existing sle stair� to remain; _Unless noted otherwise — -J -J -i IT I M, M M M REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVIsION Original Seat Count Fixed 271 Accessible 5 Total 276 1 114 " = I U " 0 1' 2' 4' cap, — - — Qlp— - General Demolition Notes 5. Should any questions arise regarding the interpretation of the 9. Pre -demolition photographs or video: Show existing conditions 14. Where existing flooring is removed, surface shall be 18. Contractor shall exercise caution when disconnecting 21, This demolition plan is intended only to provide a Auditorium Demolition Notes Contract Documents, reference shall be made to the Architect of adjoining construction including finish surfaces, that might be clean, smooth and free of protruding items (nails, bolts, and removing efectrical devices to ensure that the schematic representation of the minimum demolition 1. Hazardous materials, if present, shall be removed by Others. If whose written decision theron shall be final and conclusive. No misconstrued as damage caused by selective demolition, etc.) and suitable for installation of new finish, Patch circuits are not energized. Remove electrical devices, required to achieve the new design intent. The 1. In Auditorium, remove and dispose of all existing wall and floor strip lighting, existing resilient base and materials suspected of containing hazardous materials are alleged oral admission, condonation, or inadvertent neglect on the existing concrete and level all flooring per new flooring boxes, coverplates, and lighting fixtures as noted or from Contractor is responsible for any and all demolition ceramic tile, carpet and transition pieces on floors, encountered, do not disturb; immediately notify Owner and Architect. part of the Architect and/or Owner shall be accepted as an excuse 10. Comply with governing EPA notification regulations before manufacturer recommendations. walls and millwork noted for demolition. Remove conduit required for the proper execution of the work. stairs and cross aisles. Remove resilient flooring where for failure to comply with the Contract Documents. beginning selective demolition. Comply with hauling and disposal and wire back to source. new topping concrete or carpet is to be installed. 2. All conditions noted are from a visual observation only and must regulations of authorities having jurisdiction. 15. Contractor shall remove, haul off site and properly 22. See engineering drawings for additional scope of Leave resilient flooring in place where being built over be field verified by the Contractor. 6. The Contractor is responsible for cutting, removing, and patching dispose of all material not to be salvaged. 19. Contractor shall verify existing utility locations under demolition work. with metal framing, decking, etc. Prepare all walls for all existing construction as required to allow for other work. 11 . Care is to be taken to avoid damage of adjacent areas. existing concrete slab prior to demolition. Contractor new paint, wall covering and carpet base. 3. The Contractor shall be responsible for verifying all existing 16. Do not cut or remove any structural elements in a shall use x-ray or ultrasonic floor detection to locate all 23. After demolition and before start of new construction conditions. Any discrepancies which will prevent the accomplishment 7. Contractor is responsible for protecting existing construction to 12. Before removal or installation of tritium exit signs, email manner that could change their load -carrying or deflection underground conduits and plumbing. Protect existing the general contractor (GC) is to verify width and depth of 2. Refer to electrical for removal of speakers, lighting, etc. of the intent shown on the drawings shall be brought to the remain. All existing construction to remain that is disturbed by Facilities@AMCtheatres.com for information required for Nuclear ratio unless noted and braced appropriately. Contractor utilities unless otherwise noted. auditorium and notify architect if site dimension vary 3 immediate attention of the Architect. It is expressly understood that demolition shall be repaired to original condition. Regulatory Commission paperwork. Include theatre general shall notify Architect and Owner if any work may affect more than 1 " for those shown here. 3. Remove and dispose of all metal handrails and guardrails the Owner will not be responsible for interpretations and conclusions manager in all email and other communications about this item. structural elements. Provide temporary support and 20. Where demolition is required beyond the limits of the in Auditorium. drawn by the Contractor. 8. Contractor shall coordinate all schedules with owner prior to protect existing conditions as required. project area to route new ductwork, piping, conduits, etc., commencement of work, including demolition duration, working 13. Contractor shall provide shoring, bracing, and any other rated walls and smoke barriers shall be patched by the 4. See ceiling plans and elevations for further demolition 4. Areas adjacent to the project area may be occupied during times, building access and after-hours work. means required to protect and maintain the safety, integrity, and 17. Building and site shall be left broom clean following Contractor requiring penetrations, All finishes damaged notes, demolition/construction. Demolition shall not interfere with the stability of all existing and new construction. demolition. by the work shall be restored to their original condition. building's normal operations in any way without the owners consent. 5. Remove all existing seating. Store/ship/dispose of \ I I removed seating as directed by AMC. A I r I r 1 7 Q in I 1 19 1 1�1 14 1 is 17 is Ici gn 91 1 99 1 9:1 9A 6 Z5 0 C� 05 C: 0) 'O�c 2 U) 0 C: 0 0 c\1 cq 00 a) C 0 .2 0 E 7� U) cc co CD N �; Vill REGISTERED �6�O6FEGISTEERED .C.,T C7 'T ARCHITECT JANA ELLYCE BE TRIPL STATE OF WASHINGTON 10�vtol Dram By MW/MG Checked By EN Auditorium #1 Demolition Plan A4 Project Number: 2019,344 (�) Copyright 2019 78A 11/2" ± (G. C. to verify prior to start of construction) Existing exit door to corridor to remain; Notify architect if deviation is greater than 1 Paint (PP-2) on auditorium side Newwall-mounted steel z handrails, paint (PP-31) and brackets (PP-1), typical Re: Structural 01. 21'-10 1/4" 113/4" Existing aisle stairs, A-, Existing Sloped Floor to Remain to remain unless typ. noted otherwise +1 A 1 I'J' E F_ —1 - Flush :'�z E J21 > typ., New IMAX screen P1 Z I , _A13 D shaker Control Cabinet; LO -E::q - — I—q 2'4' q—q Re: Electrical 17 4' . F I t P. 16 -7 1 F 2�1,�� 20 20 1 201 20 I F I 4 T F 270 20 D�x F El; NIS 11-10 1 L Centerline of all J I- F1 radii lines on I T-1 3/4" min. requir d Proiection tCentel,,,,. I F Equipment of auditorium New sloped surface Room Flush behind seats; t Provide smooth level Re: A18 /jA114 floor surface for 17'- 0 1/4" 011 installation of new floor N_- L 0 1 Q.- finishes ] , i I Fl- A V 2 A8 'Ji-- L \A cli I J 1 Existing IMAX DFL I C"! speakers to remain, F F 7 C14 I unless directed 4l' t J L 0 zo LL otherwise by AMC I j [1 1 12'- 10 3/4" J i L F F ill, 11' - 4 112" All- i i 3' 1 11/4" 1 1 6- 5"Ll 5 1/4l" -2'- 6 1/4" -1--01 L 21� 'I M - -1 6' Ill 8' 111/2" L, LU_ -7 i Q _P 7-6"� I -2, F "Y L _t__ Co LL I I U 15 Auditorium #1 7- L-LL' _Q - !-L—_ Ll 2 0 A �l _2 CD 11 h Q) P 8' 8" x �-o 6" F L2.2 S2 lull 4- 'Centerline of screen and to L___J Ll I F �audltorium E X New MAX DSL sub -bass if LL J _17- L I I < _11 _rF F F J 2�_J -6 New floor -mounted 1 #1 2 11 j� �N speakers; Confirm installation f with AMC guardrail l'-10" paint L _1 I L L ---- — - T� F 3�4' F-1 1 -11-1 F F 11 f (PP-1) f F Re: Structural r_ L L 4" Jil _j L 77 New seating riser and /7� VIP-562 Rocker, !J knee wall construction, 7 L _11 I- L Re: Structural -typical H Install new screen sheet F J C14 and screen shakers on Existing IMAX DFIL L L existing screen frame, speakers to remain, L C C, L =_J F screen shaker layout and unless directed 41 /T D- LZ _4 engineering by IMAX otherwise by AMC I LJ 1 j L J �F (T L _Q_ mounted knee wall, L T- New Z-O" tall floor- k F —1-1 �_ _1 _11 ing or ac I F Maintain exist' 4-P New sloped Sul L Re: Structural behind seats; F1 provide new black Re:IA181/ 14 acoustical insulation (duct L I L L -�E g aisle stairs J� L r 3/4' 7m H F , L �to remain, unless Fir — liner or material per i F C? ____ I noted otherwise I 4"' 1 1 ! i i I I _� 7 owner) from floor to E0 Li ceiling, to all walls behind -1 A L LL screen. Main wall 4" 2' IF minimum, side walls 2" F-4 F-4 P. 1-4 minimum Al Flush T 1� E Fl A13 \, �0 . A13 ] Hi�o "T P E I LEI Auditorium #1 - Floor Flan NORTH C 1/4l'= 1'4l A� > 0 1' 2' 4' Rim New 30" tall steel guardrail, paint (PP-31); Re: Structural L_lj For projection equip rril m floor plan, Re: A9 / k�7 it _J I 'D FOR -------- f Existing sloped surface to REVEV: ---------------- CODE COMPLIANCE receive wall covering (PWC APPROVED 3-0" J21 EQ EQ EQ -13/4!' For typical handrail extensions, Maximum Re: Al /A14 - Ll� 13' A13 tm� NOV 22 2019 111/2" Existing Ramp, Slope 1: 12 All ; 1: CitY of Tukwila 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1T— Down New wall -mounted steel handrails, paint (PP-3 1) and brackets (PP-1), typical Re: Structural General Layout Notes: - General Contractor (GC) will establish and permanently mark auditorium centerfine prior to any new construction. If dimensioned position of centerine 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 centerfine (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.). 12 1 13 1 14 1 15 1 16 1 17 ex s ng s r trea s are equa ILDING and all existing risers are equal BUILDING DIVISION from Row'C'to RowV RECEIVED CITY OF TUKWILA OCT 2 8 2019 blo� 0310 PEERFAIT CENTER Indicates a Designated Aisle Indicates a Companion Seat Seat with fold up aisle side provided shoulder to shoulder armrest and identification next to a wheelchair space marker per 2010 ADA Standards for Accessible Design section 221.4 and 802.4 All existing auditoriums in the theatre complex have New Seat Count an assistive listening system; it will be maintained and Fixed 205 modified as needed in this auditorium renovation Accessible 5 Total 210 1 18 1 19 1 20 1 21 1 22 1 23 1 24 w E 0 Co a) C C0 cc C 0) 2 ch 0 C\I C) Cq C6 —M 'D a) - mom to cc E: cc -F 2 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2019 American Mufti -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 11606 REGISTERED ARCHITECT Draw By MW/MG Checked By EN Auditorium #1 Floor Plan A 5 Project Number: 2019.344 @ Copyright 2019 78'-11 1/2" Existing can lights to remain; Re: Electrical R Existing tritium exit sign; Re: Specifications :) I �11 H I F I E I lZ Speaker locations per IMAX geometry For projection equipment reflected ceiling plan, Re: A17/A7 — — — QP EVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of TuWla BUILDING DIVISION RECEIVED Existing can lights CITY OF TUKWILA to remain; Re: Electrical OCT 2 8 2019 cl Auditorium #1 - Reflected Ceiling Plan NORTH %-0 3if PERMIT CENTER 1/4"= V-0" 0 T 2' 4' Confirm IMAX geometry With AMC prior to installing & CONTRACTOR NOTE: SURVEY ABOVE CEILING CONDITIONS AND LIGHTING LEGEND aiming speakers. IMAX layout shown received from [MAX CONFIRM CEILING CAN BE RAISED AS SHOWN IN THESE titled: "AMC-Southcenter Tukwila WA [MAX Commercial DOCUMENTS BEFORE STARTING ANY WORK. CONTACT OWNER 0 Can Light Laser Upgrade' received 101812019. AND ARCHITECIFT IMMEDIATELY IF CONFLICTS ARE DISCOVERED Egress Light, Re: Electrical B Note: Before removal or installation of tritium exit signs, email Wall mounted exit sign Facilities@AMCtheatres.com for information required for Nuclear Regulatory Commission paperwork. Include theatre general manager in all email and other communications about this item. Fluorescent troffers A 1 3 14 1 5 1 6 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 1 19 20 121 1 22 1 23 1 24 1 Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2019 American Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 11606 REGISTERED 7 A "T CT V-�;V RCHITECT — 451� JANA ELVGE BEE TRIPLE STATE OF WASHINGTON Dram By MW/MG Checked By EN Auditorium #1 Reflected Ceiling Plan A6 Project Number 2019.344 @ Copyright 2019 I A I I An 44 4n 4� 4A 4. 41 nn 11 Fabric wrapped z panels (PWPF-1) Fire retardant trei 2x wood jamb bIc I Auditorium Side D IMAX projection pi provided by IMAX by G.0 R.O.: 29 1/2"H x', Metal stud wall construction, V! existing or infille to match existin( L Ll Projection Port Window I L A7 11/2" =I '-0" Or--- 2" 4" K Auditorium #1 (VAL _1 P. t� ca 0) -E ,u a) CM E E Z Lu 0 D 0 U) �2 C Proiection Equipment Room IT- 0 14' Patch / repair wall to match existing construction Light gauge metal header, Re: Structural Note: All wood used shall comply with all local & national codes governing this project. Equipment Room Side C14 04 -install new portal window Auditorium Set frame (head, sill & C? jambs) in Pecora Acoustical Sealant, Continuous. Wrap sealant up sides of frame. LNew IMAX Projector; Acoustical balt Refer to Mechanical insulation 14 M +1; 1 Equipment Room IMAX Commercial Laser Projector. (1) Projector per system assembled projector weight: 2053 lbs. New IMAX projection port window, provided by IMAX, installed by G.C. Existing IMAX viewport window to remain Infill to match existing, patch, and prepare for paint finish New projector platform; Existing equipment Re: Structural room floor to remain Section at IMAX Projector L13 Auditorium #1 - Elevation of Equipment Room A7 1/2" = V-0" r I---- A7 0 61, 11 2' 0 8" 1'4" 2'8" T Remove existing projection port windows Remove existing projectors, store or ship per AMC direction /F— Centerline of screen and auditorium L Remove existing lower view window, upperto remain F_ —1 I I _� Remove existing console, IL _�� store or ship per AMC direction B IF] Al Equipment Room - Demolition Plan NORTH r --- L___I� A0 1' 2' 4, > I A I r' Remove existing audio racks, store or ship per AMC direction Existing door to mezzanine corridor to remain Auditorium # WAXL Ui CP F__ �w IMAX projection port ndow, provided by IMAX, 5talled by G.0 , stacked) New IMAX lillers,Re: Mechanical, ectrical �w IMAX )mmercial iser Projector -nterfine of screen id auditorium Lp (isting view port ndow to remain 1 01_01� (Paint PP-3) - --------- ---------------- - - 5'-11 R.O. T L7 Centerline of screen and auditorium Auditorium #1 w6a Ur 101-01, (Paint PP-3) ----------- R.O.:= Rough Opening d n; co El Note: Relocate existing booth Note: G.C. to verify location and size of wall equipment as needed for existing rough opening prior to start of new projection port wall; work. Notify architect of any deviations Re: Electrical from these plans. Note: Refer to mechanical and electrical for any above ceiling work Centerline of screen and auditorium �4 aw ]MAX SMS Existing ceiling to remain; replace any missing or gital Console damaged tiles New IMAX idio equipment cks Existino liahting to remain; Equipment Room - Floor Pla� NORTH 1/4" = 11.01, r-1--i� F�4 0 V 2' 4' 8 1 9 1 10 1 11 1 12 1 13 1 14 Re: Electrical 0 Reinstall existing tritium 0 exit sign, Re: Specifications RECEIVED CITY OF TUKWILA OCT 2 a 20`19 A17 Equipment Room - Reflected Ceiling Plan NORTH PERM111 (;ENTER r --- L ---- r_____7 1/4" = V.01. 0 1' 2' 4, 15 1 16 17 1 18 1 19 1 20 1 21 1 22 123 1 24 Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888262A386 Copyright 0 2019 Ameri— Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 [ REVIEWED FOR CODE COMPLIANCE C APPROVED NOV 2 2 2019 4, I C C ty , Tu W ity of Tukwila i f UIL IVIc BUILDIONG DIVISION 11606 REGISTERED ..IT .7 T I V__:�;FARCHITECT JANA ELLYCE BEE TRIPLEI I STATE OF WASHING ON 'Z" Dram By MW/MG Checked By EN Auditorium #1 Projection Equipment Room Plans A7 Project Number: 2019.344 @ Copyright 2019 R1 11112" New stairs and risers. Re: Structural __P71 Auditorium #1 - Elevation at Front Rows r___L --- X_1 A5 1 1/4'=V-13" 0 1' 2' 4� New wall covering (PWC-1) New 518" poplar wood trim with eased edges, paint (PP-1), typical. PW "'C "uv' B AUDITORIUM FLOOR_Aq--� -2'- 6 1/2" 1-F LED aisle lighting, Re: Electrical, forplacementRe: J15/A13 New carpet base (PCP-1) Typical of (2): Existing Rear New [MAX projection port 4 Loudspeaker installed on window, provided by IMAX, existing structure, to remain installed by G.C. Line of Centedine of screen Existing I MAX view port — __"' — I existing ceiling and auditorium window to remain L 0111 U 1� d— Remove existing acoustical panels, 44" install new 2" acoustical panel system with black fabric (PWPF-1) typ. < Existing sloped New wall covering surface to remain (PWC-1) (PWC-1) New carpet base (PCP-1) I ii Auditorium #1 - Elevation at Rear Wall 1/4"=V-0" 0 V 2' 4' J13 Auditorium #1 - Elevation at Front Screen 0 1' 2' 4' J A5 A5 12'-1 -- --------- ---------------- Speaker locations per IMAX New black masking curtain Typical of (4): New IMAX DCL ceiling speakers, supplied geometry Line of existing ceiii g, by IMAX, installed by contractor; support framing, provided and installed by contractor; Re: Structural Typical of (2): Existing Rear Loudspeaker to remain I and existing support structure to remain -------- Typical of (2): New IMAX DCL side speakers supplied by IMAX, installed by I New IMAX projection port window, I contractor, Speaker supports provided and Note: New sill is 6 1/2" heigher than existing sill. installed by contractor; Re: Structural New IMAX Commercial Laser Projector L7 7 A A97 r E co < _7 co PROJECTION LEVEL 10i �112� — - — - — - — ----- iT - E 0 1 hy V EO Install new screens heet Q) 0) cm EO it, and screen shakers on frame, L existing screen screen shaker layout and �Al New 30" tall steel D engi, eering by IMAX guardrail, paint (PP-31); Co TYP. Re: Structural RECEIVED E41 CITY OF TUKWILA LU New knee wall and OCT 2 8 2019 s e a t 111 g riser constructio�',_ — — co Line of exi PERMIT CENTER New IMAX DSL sub -bass to remain speakers New'black rt LOBBY LEVEL 3 C14 0" Q? FLOOR__&� B 9 \ —AUDITORIUM -2'- 6 1/2' FA 1 Auditorium 1 - Section at Centerline N ;_ �� Remove portion of existing risers as needed for 4--1 0" 4'-0" 4'-0" 4--0" 4'.0" 4'-0" 4'4" 4'-G" 4'-6" _0" Platform height 0 12 �1 A5 ------- 114" = V-0" 0 V 2' 4' ___ __ __-T-4 new work. Platform d pth 12 1 3 1 5 16 1 7 18 19 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 18 1 19 120 1 4 Project Number: 2019.344 (�) copyright 2019 Existing Rear Loudspeaker New IMAX DCL side speakers supplied by IMAX, and existing support installed by contractor. Speaker supports provided structure to remain and installed by contractor; Re: Structural — -7- 17 1 1 liernove existing acoustical panels, install new 2" acoustical panel systern with black fabric Note: New and existing aisle stair dimensions are Pan I joint the same on the west side co 4 -0" of the auditorium typ., Install new screen sheet and screen shakers on existing screen frame, screen D shaker layout and engineering b IMAX 0 a) Reinstall existing tritium exit sign, 50 recessed into acoustical panels; Re: Specifications 12' 10 3/4" 0- lew tuning microphone, final location by AX 75 New wall covering C> Lu (PWC-1) 121 New steel handrail, paint Line of existing C? Open to (11 0 3 (PP-31) and brackets (PP 1) Re: Structu I construction New carpet base �eyond, New steel handrail, paint (PCP-1) New wall, (PP-31) and brackets (PP-1) New LED aisle lighting, Re: Structure I 111/2" < UJ Re: Structural Re: Electrical a) rm AUD110RIUMt-1-00H, -a W-1 -2'- 6 1/2" U-1 23 Existing equal stair treads <1 A Auditorium #1 - East Section at Aisle Stairs r --- L --- r—I J A5 1/4" = V-0" 0 1' 2' 4' New black masking curtain Maintain existing or provide new full height black acoustical insulation (ductliner or material per Owner) to all walls behind the screen Main walls - 4" minimum Sidewalls - 2" minimum Al Auditorium #1 - West Section at Aisle Stairs r ---- L ---- i A5 1/4"=1'-0" 0 V 2' 4' 1 7 A I r New seating riser construction and knee walls, Re: Structural New LED aisle lighting, Re: Electrical New carpet base (PCP-1) Line of existing risers and steps to be demolished New IMAX DCL speakers supplied by IMAX, New black masking curtain Maintain existing or provide new full height black acoustical insulation (ductliner or material per Owner) to all walls behind the screen Main wall - 4" minimum Sidewalls - 2" minimum New black masking skirt New wall covering (PWC-1) After demo of existing risers, patch/repair structural slab to provide smooth and level surface for floor finishes x sting c ifing installed by contractor. Speaker supports — — ------ provided and installed by contractor, Refer to (L _.e_ Ceiling Plan. Paneljoint 4o Install new screen sheet and H 7777�D screen shakers on existing screen frame, screen shaker lay ut and CL engineer! g by IMAX 00 Remove existing acoustical panels, install new 2" acousti, al panel syste with black fabric (PWPF-1) 4'-0" J21 tm J� �A13,7 0 ro 60 New steel handrail, paint (PP-31) New tritium exit sign, and brackets (PP-1) Re::: tructural recessed into acoustical pa 1; Re: Specifications New tuning microphone, final location by IMAX New wall coverit g (PWC-1) Open to New carpet base Line of existing ( onstruction 11 1, -00 (PCP-1) New steel handr 311, paint New wall E9 New LED aisle lighting, (PP-31) and bra,kets (PP-1) Re: Struc tural Re: Electricaland J151A13 forplacement Re: Structural 23 Existing equal stair treads 711 New carpet base (PCP-1) — — — — — — — — — — imm — — — — — — — — — Cl) — — — — — — — — K I It ; DIA10 4 —h� 'i—, Existing Rear Loudspeaker and existing support structure to remain Note: New and existing aisle stair dimensions are the same on the east side of the auditorium 12'- 10 3/4"�� 12 Q) Ln UJ -�r C�4 111124 co a E2 AUDITORIUM FLOOR U.1 -2'- 6 1/2" i ew we cover ng I, . I U New black masking skirt and knee walls, Re: Structural New LED aisle lighting, Re: Electrical b 1911- 03 4 1 r 1 7 1 R I Q I in 1 11 1 12 1 1:1 1 14 1 1 16 1 17 1 18 1 19 1 20 1 21 1 22 RECEIVED CITY OF TUKWILA OCT 2 8 2019 Fi CENTER 23 1 24 ISSUED FOR: 30% Review 16 September 2019 Final QG 16 October 2019 Permit 23 October 2019 rREVIEWED FOR CODE COMPLIANCE C APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION, --tt 11606 REGISTERED �; ARC '7 HITECT I�LJANA ELLYGE BEE TRIPLEW STATE OF WASHINGTON �k� '�& t,"\ Dram By MW/MG Checked By EN Auditorium #1 Section/Elevations A9 Project Number: 2019.344 @ Copyright 2019 '%40 V_ M (D -E E z LLI Remove existing light fixtures; Remove existing Existing fire extinguisher, Paint black or provide new tritium exit sign to remain black trim rings; Re: Electrical -------- — — — --- -------------- ----------------- Auditorium #1 (IMAX) Entry Existing ramp to remain, Slope 1:12 Maxit `7 Auditorium #1 D Existing carpet to be removed I MAX Ent!y fO; - —5112" (9'- 4 1/2") Auditorium #1 Vomito T_ If 11 Remove existing handrail, typicall _7 D Re ove existing wall panels, ical typm - — - — - — - I Replace existing white L ceiling tile and grid with Demolition Plan Notes - Vomitories and Entry Ceiling Plan Notes - Vomitories and Ent (PACT-1) or paint existing ceiling r 1 . Remove all existing floor carpet and wall base. 1 . Existing air supplies, air returns, & sprinklers to remain unless grid and tile black per AMC direction 2. Remove all existing wall covering and wall fabric. noted otherwise; Refer to Mechanical and Electrical Remove existing 3. Prepare all walls for new paint, wall covering, and 2, Patch/repair gypsum ceiling where needed, prepare for new paint. ceilings and prepare carpet base where indicated. Remove existing trash cabinet, and 3. Replace missing or damaged ceiling tiles, match existing. for new finish 4. Refer to General Notes for additional requirements. wood trim. Prepare alcove to receive new cabinet and finishes mi Auditorium #1 - Vomitory Demolition Plan M13 Auditorium #1 - Vomitory Demolition Reflected Ceiling Plan NORTH NORTH \A 1/4" = V-0" 0 1' 2' .4, 1/4' = V-1)" 0 1' 2' 4' > Reinstall existing tritium exit sign; Re: Specifications Existing fire extinguishe cabinet, paint (PP-2) black G9 V-3" 13-2" J'-Y, All 11typ.J I I I I I I I typ-11 I 7 111/2" Auditorium #1 Vomitoa Auditorum 1 Lobby Down IMAX Ent J typ um .1 Ent New steel wall -mounted handrails, paint 0 0 (PP-31) and brackets (PP-1), typical; Re: Structural H Plan Notes - Vornitories New trash cabinet in _J 1 . Install all new floor carpet and carpet wall base to existing alcove; - — - — - — - — - — - — - — - — - — - — - — - — - — extents shown; Refer to Finish Plan Re: N12 /A14 2. Install new wall fabric from floor to ceiling above; Refer to Finish Plan G 3, Install new usher lighting; Refer to Electrical Auditorium #1 - Vomitory Floor Plan IF Fl 1/4"=11-01, r --- L___r� NORTH 0 V 2' 4' El Cl M� Paint header (PP-3) 0 0 0 L_ 10'- 5 1/2" Replace existing white J Install new LED light strip at sprinkler cover plates trash alcove; Re: Electrical Yl with black cover plates, typical New black ceiling file New gypsum ceiling, paint and grid (PACT-1), or (PP-3) black paint existing black per AMC direction F13 Auditorium #1 - Vomitory Reflected Ceiling Plan NORTH 1/4" = l'-O" 0 1' 2' 4, Al I I ? 1 3 14 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 0 31il RECEIVED CITY OF TUKWILA OCT 2 8 2019 PEPNJUT CENTER 23 1 24 E 0 do al co .2 .9 16 Co 2 115 0 90MRIMM C 0 0 C\I OR cc) Lo omm co U) Co cc a) ca < ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 E REVIEVVED FOR RE E E ID FA R 0 PL'ANCE OVED 01 V' WJ CODE COMPLI IiNCE D APPROVE) NOV 2 2 2019 I CitY of Tulkwila. BUILDING DIV 11606 REGISTERED 'IT CT V_-�;FARCHITECT (:�tJANA E E�� LLYCE BEE TRIPLE STATE OF WASHINGTON Dram By MW/MG Checked By EN Auditorium #1 Vomitory Plans A10 Project Number: 2019,344 (��) Copyright 2019 I I F N 61 I l< I I I F -E E E z w 0 C 1W 1 1 2 1 3 14 1 5 1 6 1 7 1 8 9 1 10 1 11 1 12 , 13 , 14 , 15 1 16 1 17 1 is 19 20 21 22 23 24 Tactile Occupancy Sign(s) with raised characters Replace ### and with actual approved maximum occupant load WALL TYPE "I" Locate per plans and/or elevations where designated with "TOS" Interior Non -Load Bearing Partition Black sign with .063" clear or hiack grade 2 braille and whi.e raised lettering (factory finished) Tactile Exit Sign(s) with raised characters - Locate per plans and/or elevations AUMMIMUM 00 zz Bottom of Slip track allachment existing structure -------- ------:�i� Descriotion: 1. Floor and Ceiling Runners: Channel -shaped runners, 3 5/8" deep (min), 11/4" legs, formed from No. 25 MSG min galv. steel, attached to floor and ceiling with fasteners spaced 24" o.c. max. where designated with "TXS` Z5 OCCUPANCY Ceiling System 2. Steel Studs: Channel shaped, 3 5/8" deep (min), formed from No. 25 MSG 16" OC Studs Black sign with .063" clear or black 0 2 braille raised W 0 min (min) gaiv. steel spaced max. to be cut 3/4" less than assembly height. At walls 12-0" and above, use grade and white ZA� lettering (factory finished) ./Z/Z IZ/7 /7/7 P] - 5/8" Gypsum board 20 GA. metal studs. Decrease stud spacing as needed to maintain - All typeface: Future Md Bt (medium) smooth and even wall curvature. 3. Gypsum board: 5/8" thick, 4 ft, wide, attached to steel studs " T�_ Fin ish Floor 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" All typeface: Futura Md Bt (medium) [2] - 3 5/8" Metal studs OC in the field of the board 13/4" 4. Joint Tape and Compound (not shown): Vinyl, dry or premixed Tactile Auditorium Number plaque(s) 1 joint compound, applied in two coats to joints and screw heads; aper tape, 2" wide, embedded in first layer of compound over all with raised characters �]__ r Jo ints. - To be mounted to entry door frames, locate As stated above per plans and/or elevations where [3] - 5/8" designated with "TAN" Gypsum Board Black plaque(s) with .063" clear or black grade 2 braille and black raised number zo N co (factory finished) ml Tactile Exit Sign mg Tactile Sign Plaques mlqWall Type 1 r ---- I LK 05[30118 0 10 V 2" = -0. r --- 1� 6" 0 1/2" 1" 2" — Door frame ILK 03/01/19 V ILK 01/05/18 TAN, tactile auditorium Patch and repair wall after demolition Remove existing doors, Existing walls to be — number, Re: M9 /All and finish to match existing conditions frame and hardware removed TXS, tactile EXIT sign; New double door, frame, New walls to have level Existing fire extinguisher, Existing doors wall Re: Ml /Al I and hardware; Re: Hl /A14 5 finish, paint (PP-3) to remain 7 and frame, to �e removed il 1 13'-3 1/8" i Al2 Existing soffit to remain M22 Al2 Auditorrium #1 k Paint fire exting�uishe A17 bi et (PP-2) "IMAX at AMC" sign, by signage installer Remove, Remove existing V carpet t xisting ceramic floor tile (PCP-4) Auditorium#1 IMAX) Entry Re: Electrical Manufactured metal portal 41 IN (F�V.) 9'-6 3/8" - — - — - — - — - — c\1 Manufactured metal portal Brushedaluminum numeral "I" by Lobbv > New tensabarrier zz, 0/� Lobby signage manufacturer and receiving plate on opposite side cli /I Provide level 5 I? 7 LL finish and paint black - — - — - — - — Line of new carpet TICS (PCP-l) tactile (PP-3) Remove existing trash cabinet, occupancy sign; V7 Existing curved 4" carpet base Prepare alcove to receive new Remove finishes Re: M9 /Al I 11:1 soffit above (PCP-l) cabinet and existing carpet New trash cabinet in7 existing alcove IV New wall to have level 5 finish, paint (PP-3) J 1 11 1— Existing fire Infill existing niche with 5/8" gypsum board and Finish these surfaces to match strobe to be metal studs to match existing construction existing conditions relocated Auditorium #1 - Entry Portal Demolition Plan NORTH G::l Auditorium #1 - Entry Portal Floor Plan NORTH ---- -------- Continue face of existing curved soffit above and finish to match G18 Auditorium #1 - Entry Portal Front Elevation I --- *L ---- r� A10 3/8"=V-0� 0 8" 1'4" 2'8" 10 r L___r I existing 0 8" 1'4" 2'8" r--- 6" T 2' Remove existing IMAX sign, Remove existing I storage/ship per owner Remove existing light direction, Re: Electrical Light coves Remove existing number Remove existing Remove existing ceilings sign sign Re: Electrical New can lights, and wall New gypsum Re: Electrical Remove existing lighting, board ceiling, ai p nt (PP-3) I 111 MAX at AMC" by typical, Re: Electrical signage installer Al2 L8 Al2 2 T) bove A "V if Lobby Level / Q�_ 0 6 New tersabarrier Auditorium #1 4�4' cl 7, and receiving plate on opposite side Manufacturered ntry A,bove Al2 metal portal obby Level Above Flush Paint Lobby Level gypsum board (white) Remove auditorium sign, storage/ship per owner direction, Auditorium #1 2 Lobby Re: Electrical Entry Remove auditorium number signage, storage/ship per owner I direction, Re: Electrical Remove existing soffit Existing soffit to remain PAUntion Wood base painted 0 Auditorium #1 - Entry Portal Demolition RCP —Al NORTH > Ag rium #1 - Entry Portal RCP Audito NORTH > Aud to match wall try Portal F itorium #1 - En Wall A —A 17 All r --- L___� r ------ I A10 3/8" = V-0- 0 8" V4" 2'8" 10=1'4' 0 6" ------- V 2' A. Al 0 1 Jld = I -u 0 8" 1'4" 2'8" 1 12 1 3 14 1 5 ___-76 7 1 8 9 1 10 1 11 1 12 , 13 1 14 1 15 1 16 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 Project Number: 2019.344 @ Copyright 2019 Re: Al /A 12 and A8 /Al2 for further clarification. Note: this is general detailing infornnation - refer to plans, elevations and existing I rltF conditions specific to this project for final dimensions and details. r New or existing gypsum board New or existing LED linear accent light (white) metal stud framing Re: Electrical (by signage installer) New or existing metal stud framing 5 1/2" (3 1/2" min.) Light cove above FRT spacer Z blocking Tightly pack this 'y fire baft insulation 1/8" aluminum, powder coat finish 2 5/8" 2 1/2" 1 2" -5/61 (silver gray) 9/16"' 3/4" (by signage installer) 2" 3 5/8" 5/8" 5/8" gypsum board Muddable vinyl with level 5 finish, J-bead on edges paint (white) ofgyp.bd. a wo metal studs and track Muddable vinyl J bead' on edges of gyp. bd. ZT- 314" ---------- 1/8" aluminum, powder coat finish (silver gray) (by signage installer) < 1/8" aluminum, powder coat finish (textured matte black) 5' 2- (by signage installer) LE IMAX - Entry Portal Detail (Sides) - --- L---J� i I All 1 3" = V-0" 0 V 2" 4" Neworexisting - gypsum board New or existing - metal stud framing New or existing metal stud framing (A) Fire retardant treated spacer blocking LED linear accent light (white), Re: Electrical (by signage installer) (13) Cross beam ceiling joists Re: Al /Al2 and A8 IA12 for further clarification. Note: this is (mtl. studs and channels) ------------------------------ White Halo illuminated general detailing information - refer to plans, elevations and existing brushed stainless steel conditions specific to this project forfinal dimensions and details. (C) Cantilevered ceiling joists - "IMAX" channel letters (mfl. studs and channels) ------------------- I d (by signage installer) Re: Electrical Signage, Re: M22 /A112 d (by signage installer) LED linear accent light 1/2" poplar, 99 t -, Fire retardant treated (IMAX blue), Re: Electrical paint (white) 0 1 1 I . plywood blocking 5/8" gypsum board with (by signage installer) behind gypsum board level 5 finish, paint (PP-3) it, finish (by G.C.), refer E 5/8" gypsum board with to elevation for extent 41/4- V-6" of blocking required level 5 finish, paint (PP-3) 1/81, aluminum, level 5 finish, paint (white) 9(8" gypsum board with 134' New or existing metal owder coat finish p (textured matte black) stud framing 1/2 Muddable vinyl J-bead Red Halo illuminated a (by signage installer) on edges of gyp. bd. painted (PP-22) Muddable vinyl J22 P17� IMAX - Light Cove In Entry Corridor metal "AMC" channel YJ�I s J-bead on edges Al2 r ---- L ---- r --------- 1, letters (by signage All 1 3"=V-1)" 0 V 2" 4' LM: 10124119 installer) ofgyp.bd. L17 This detail Re: Electrical Al2 (C) Cantilevered Metal stud and 11 4n 410 at ceiling light LED linear accent light (IMAX blue), ceiling joist (metal 3 5/8" light cove Re: Electrical (by signage installer) 5- AT" FCO letters (by signage installer) L Shop fabricated, prefinished aluminum embly (by portal ass M22 IMM - Entry Signage -; ---------- -1 1/2" signage installer) 1/2" poplar, All 0 V 2" 4" LM: 10/24119 2" paint (white) Lo (D) 1/2" fire retardant C') Shop fabricated, prefinished level 5 finish, pain treated plywd. bridge alu board aluminum portal assembly 00 6M 5/8" gypsum bd. with (by signage installer) 1/8 t V 5/8" gypsum board Tightly pack this cavity with Fire retardant treated num, (white) 1-dr, with level 5 finish, powder coat D) 1/2" plywood acoustical fire baft (provide stops 2x blocking ..... 2 5/8" 3 5/81' 2" 11/2" finish (silver gray) 3 5/8" metal paint (PP-3) bridge board as needed to keep batts in place) (by signage studs and track 1/2" Muddable vinyl J-bead 1141 '-1/2" 1 installer) Muddable vinyl on edges of gyp. bd. J-bead on edges 1/2" poplar, L17 - Light ove in Metal Entry Portal ofgyp.bd. paint (white) LM: 10124/19 All 3�=V-0" 0 V —74�� ILM: 10/24119 LED linear -:7// \L:1-3. accent light 1/2" poplar, -�l 1/2" (A) Fire retardant paint (PP-3) 1/2 treated spacer blocking Main wall framing J22 IMAX - Light Cove Termination All 3" 1 '-0" LM: 10124/19 < New or existing metal studs 3 5/8" metal studs New or existing gypsum bd. and track 3/4" fire retardant treated (C) Camilevered plywood blocking ceiling joists (metal continuous between studs studs and channels Muddable vinyl J-bead Flush base (poplar), paint (to match wall) EJ 1) For un of gypsum bd., cut and replace a portion of the top Fire retardant treated co EO- 3 5/8" metal layer with wood base (no blocking required) C 1 0 2x blocking 2) For rated walls add an additional layer of 5/8" New or existing J studs and track metal stud framing A gypsum bd. to flush out with base (no blocking ------ Metal stud and required) channel box beam (D) 1 /2" fire retardant trea Fire retardant F22 IMAX - Entry Flush Base plywood bridge board (to treated plywd. 3/4"- 5/8" aintain continuous ceiling cove All 3" = 1-4- LIM: 10124119 r This portion of gypsum 35/ 9-' -8" board to be left off at t --------------------- New or existing metal stud sides and head until This portion of gypsum wall framing after installation of board to be left off at sides aluminum portal and head until after assembly installation of aluminum 46 1 attachment portal assembly point 3 5/8" metal No additional vertical 011 studs and tra studs between these two to allow aluminum LED linear accent portal installer access light (white) 2" 1 J I D to attachment points Re: Electrical /8. 3 5/8" metal studs 112` 16 gauge angle and track painted black Fire retardant treated 2x blocking NOTE: framing dim#nsions 34' sic s are the same at portal head] 16 gauge angle i = zz, painted black Portal framing shown : co Shop fabricated, prefinished ------------ 110 without main wall framing, blocking, spacer blocking aluminum portal assembly or bridge board for clarity provided by signage installer < attachment 11/2" At IMAX - Entry Portal Framing Detail point 61 2" A8 IMAX - Entry Portal Framing Axonometrics ------------ ------------ LM: 10124119 Not to Scale 1 7 1 in 7— —TA r A I q I �l 5/8" gypsum board 1/8" aluminum, powder coat finish (textured matte black) (by signage installer) Fire retardant treated 2x blocking 5 117 (3 1/2" channel box beam ............. 8" (13) Cross beam ceiling joists 3/4"- (ITT studs and channels) — 5/8" gypsum board ----------------------- -------- with level 5 finish, paint (PP-3) (C) Cantilevered cel ling joist (md. studs and channels) ---------------------- 5/8" gypsum board with level 5 finish, paint (PP-3) L8 IMAX - Entry Portal Head Detail r ---- I --- `� 0 1" 2" 4�' (13) Cross beam ceiling joists (mtl. studs and channels) 3 5/8" metal studs and track LIVI: 10/24/19 (C) Cantilevered ceiling joists (metal studs and channels) (A) Fire retardant treated spacer blocking I 13 wall washer lighting) Fire retardant treated 2x blocking (A) Fire retardant treated spacer blocking Corridor wall 3 5/8" metal studs framing and track Portal framing shown without corridor wall or corridor ceiling framing for clarity —7- 14 1 15 1 16 17 I 01 0 LM: 10/24/19 1 18 1 19 1 20 2-1 1 22 RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERM11T CENTER 23 1 24 11606 REGISTERED �; ARCHITECT JANA ELLYGE BEE TRIPIL TT STATE OF WASHINGTON I I _C) Dram By IVIWIMG Checked By EN Auditorium #1 Entry Portal Details A-1 Project Number. 2019,344 Copynght 2019 F. t� ca C' E z W Painted poplar wood cap (PP-1) co Metal stud framing i�5 and attachments; Wall Re: Structural 3/8" typ. covering(PWC-1) Re: Auditorium Plans and Sections Wall covering PWC 1) Painted poplar wood cap (PP-1) W 0 0 Wall covering (D Cn (PWC-1) All carpet base I to have bound Co top edge Painted poplar 2' Carpet (PCP-1) C wood cap I E 8 7Carpet base pp-i) typical, unless indicated otherwise - - - - - - - - - - - - - �0 /Xe� /(Pcp-l)- Y 3 Vinyl carpet I [If U) ------------- - i _--i / a) I Seating provided by - —i termination trim E I I owner, installed by Re: Electrical contractor Carpet Carpe t base (PCP-l) ---- ---------- (PCP-l) Paint face of 0 risers (PP-3) ----------- - <1 Vinyl carpet Carpet base E -2 7— termination him (PCP -I) ///////// Re: Electrical - - - - - - - - - - Carpet (PCP-1) here steps ex n beyond knee ai wall paint end o step white/ Existing riser and Wall covering 0 landing construction (PWC-1) ond knee we Li Section @ Guardwall re steps exte . nd bey Paint (PP-3) coat and paint whit 4" 81, LM: 010118 - - - - - - - - - - A 1 �3 J Carpet base (PCP-l) Existing dser and Painted poplar landing construction wood cap (PP-1) Wall covering (PWC-1) Wall mounted aisle lighting, E Re: Electrical F= iE Re: J15 /A13 for placement Carpet (PCP-1) Typical J' Seating Riser Section Carpet base (PCP-1) wi A5� 4" _ a . ...... . bound top edge Black vinyl termination piece at site cut carpet edges Step lighting, Where wall covering is not applied this joint is to be Existing stair and seating Re: Electrical caulked (color to match paint) riser construction/ Apply Loctite PL400 Subfloor adhesive between all plywood layers and between plywood and Painted poplar wood cap (PP-1) deck, install per manufacturer's recommendations. Fire retardant treated blocking F 71 Stair Guardwall 3/8" typ.j A5 11/2" 1-4- 0 2" —4W LM: 01/05/18 Wall covering (PWC-1) F1 Ll J7 - - - - - - - - - - - - F A13 A13 A13 gypsum board Seating provided by owner, installed Wall mounted aisle lighting, Re: Electrical 1 5/8" fire retardant treated plywood (only on wall faces where aisle Painted poplar by contractor lighting is being mounted) wood cap (PP-1) Wall covering (PWC-1) >- Carpet (PCP-1), typical Fire retardant E treated blocking I L Metal stud framing and 5/8" fire retardant treated attachments, Re: Structural plywood (only on wall Wall cove ing I Stair framing, Re: Structural faces where aisle lighting (PWC-1) is being mounted) 1 1/2" maximum between seat arm and wall D Metal stud framing 7 - - - - - - - - - - - xmt/ WD, Carpet base (PCP-1) and attachments; Re: Structural 518'gypsum board - - - - - - - - - - /I V X 6M 3 1/2" unfacedl insulation batts C r., IPCP�j 25 gauge continuous sheet metal Typical C pet base (PCP t- - - - - - F T - - - - - - - - - B Ism /Z/"Milai Existing stair and seating Al Section @ Stair Guar wall riser construction A7 Stair Section @ Guardwall 1 1/2"= 1141 LM: 0 2" 4" 81, 03/04/19 -01, r --- J� A8 11/2" 1 1 -L 81, 0 2" 4" 2 1 3 1 4 1 5 1 6 7 8 1 9 1 10 Low walls at aisle stairs Wall mounted LED aisle lighting, Re: Electrical Existing wall construction Carpet base (PCP-1) Match these ounting heights (b & c) to measurements 'en , �ia from full height wall a! le g hti ng u Big wa Wall mounted LED aisle lighting Re: Electrical Carpet base (PCP-l) Use measurements (b & c)/ from these locations to set mounting heights on low 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. I J15 Aisle Lighting Placement @ Stairs LM: 01105118 314' = 1 '-0" r --- L___J -------- I 0 4" 8" 1'4" Fabric wrapped Unless indicated acoustical panels otherwise on (PWPF-1) elevations Wall covering (PWC-1) E E Wall -mounted handrail, paint (color per plans/elevations) Re: Structural Handrail support and wall 0 bracket, paint (color per CU planslelevations) .Ln M Wall covering (PWC-1) 03 0 Low voltage aisle lighting J-Box, bottom of box to be 3 1/2" above M co 1G 0 bottom of aisle light strip. Re: Electrical (lighting plans) for lightin co Aisle light, where occurs Re: Electrical All carpet base to have bound top edge Finish floor; __\ Re: finish plan Carpet base (PCP-1) Re: finish plan Elevation of floor, ramp, landing or stair nosing 121 Theatre Side Wall Finish Dtl. LM: 07110/18 r____L --- J� A5 11/2" = V-0" 0 2" 4" 8" LM: 11120/18 7 Apply Loctite PL400 Subfioor adhesive between all 13 plywood layers and between plywood and deck, install per manufacturer's recommendations. Wall covering (PWC-1) Wall mounted aisle lighting, Re: Electrical Re: J15 /A13 for placement Painted poplar wood cap (PP-1) Carpet base (PCP-1) E with bound top edge Metal studs fra ing and attachments, Re: Structural Carpet (PC -1) Typical I - I I L-1 1 25 gauge - continuous Sheet metal I � 1 I I I I I __ I - Step lighting, Re: Electrical Black vinyl termination piece 4" \ IT7 77 I 3 1/2" unfaced insulation batts Fire -treated plywood on metal deck, Re: Structu" I Southcenter 16 - Auditorium #1 Renovation 3600 Soutricenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262,4386 Copyright Q 2019 American Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION, 1606 REGISTERED ARCHITECT JANA ELLYCE BEE nIPLETT STATE OF WASHINGT N Nc� Dra— By MW/MG Checked By EN Auditorium #1 Auditorium Details Al 3- Project Number. 2019,344 @ Copyright 2019 P. r- ru Q) W 0) E z W L) Direct applied black wall protection (PWC-5) 1/2" Lumber hinne block anchored New modesty wall where it occurs; Re: Structural shim to wall, paint (PP-2) Black, full overlay hinges with offset EJ pivot, 4ea. per door leaf (Rockford E Process Control C-376-1 D or equal)* 1 6-0" (double space) T-T (single space) Seat Plastic laminate (PPL-1) on 3/4" i In T—D, Clear space between seats moisture resistant MDF (Medex) All 6-T (double space) T-0" (single space) Clear wheelchair space ........... LED Floor lighting Acrovyn VA'.034N black corner guards Offset continuous hinge, D factory painted black is : L Poplar scribe trim, Paint (PP-2) also acceptable All wheelchair locations designated on floor plan Illuminated �s eat numbel Seat ISee plans and elevations acksplash, )ors to be laminate 3. !ss steel lrommets F—N1—] Wheelchair Spaces thusly to meet these clearance requirements Trash Cabinet - Door Detail N12 Trash Cabinet - Plan cr, LM: 01/05118 M 06124119 All 0 4" 1-4" 1dF—A5 —T-3/4'= 1-- 0 4" 8" 1'4" 1 A14 3`=V-0" 0 1" 2" 4" 3/4" = V-0` M 01105118 6-0" New or existing (see 1 1 plans) 2" hollow metal door frame, paint (PP-2) 1/4" laminated 7— safety glass Glass stops flush with face of door to receive same laminate as door See below for hardware 2 L 13/4" thick birch doors, 20 minute construction, Laminate both faces with Wilsonart #4830K-1 8 Cl) Linearity, paint door --------------- --- ---------- edges to match -- -------------- ---------- Double Auditorium Entry Door and Frame Note: see floor plan for actual door handing LEI Auditorium Entry Doors and Frames r-1--j� H 1/2"=V-0" 0 6" 1' 2' Note: This view illustrates general detailing, materials and finishes but does not reference a specific instance or location on this project, ReAl 2 /Al 4 for additional finish details. F Steel tube handrail, paint (PP-31) for Dolby or IMAX (PP-1 1) for Prime Re: Structural Acoustical panel system E with black fabric (PWPF-1) Wall covering (PWC-1) LED aisle lighting, Re: Electrical Re: J15/Al3forlightingplaceirl D Row letter carpet inlays (PCP-5) letter & border for IMAX C Carpet base (PCP-1) up to aisle light Re: Electrical (fighting plans) for height above floor, landings and stair nosing Al Auditorium Finishes and Details r---L ---- 1-1 1/2" = V.0" 0 6" 1' 2' 1 2 1 3 --7-4 Note: Top, backsplash, and doors to be constructed of 3/4" moisture resistant MDF (Medex) covered in plastic laminate. Door construction: 13/4" thick, rift cut, slip matched white oak, solid core 20 minute construction, factory paint black DO NOT FIELD PAINT Acrovyn VA-034N Finished dool and hardware provided bv: . . . — — — — — — — — — — — — black comer guards DH Pace - Door finish: Sherwin Williams Pro Industrial Water Based Alkyd Urethane Enamel, B53-1150 Series, SW 6258 Tricom Black, Semi Gloss System: 2 coats on 1 coat of SW ProMar 200 Zero VOC Primer �1\112� or NA14,,r American Direct - Door finish: Standard opaque finish to match AD 1,411, sample #N22687-19Q Contact Jerry Pennington, ph: (913) 677-5588, email: jerryp@amedcandirectco.com N' �A4 I 6 ea. Hinges TA2714 4-1/2" x 4 -1/2" D4-Black MK 2 ea. Push Plate 70C 4" x 16"- Polished Stainless Steel (629) RO 2 ea. Door Pull RM2200, CTC 16"- Polished Stainless Steel (629) RO 2 ea. Surface Closer 1461 Heda Black LC 2 ea. Kick Plate K1050 10" x 34" FBPC-Black RO 2 ea. Door Stop 470 FBPC-Black RO 2 ea. Silencer 608 RO Direct applied black wall protection (PWC-5) and comer moldings Plastic laminate (PPL-1) top and splash Plastic laminate (PPL-1) on 3/4" moisture resistant MDF (Medex) doors with 4ea. hinges per leaf Re: Detail Note: All cabinet elements to be constructed from moisture resistant MDF (Medex) covered in plastic laminate. New (by G.C.) or existing niche (see plans for construction) F� Lighting, Re: Electrical Acrvyn VA-011N Direct applied black wall black comer guards protection (PWC-5) Top and backsplash to be plastic laminate (PPL-1) A 2 I 12" dia. stainless d a te r a at steel trash grommet a I t Black wire pulls Doorstop and 51b. duel C� magnetic catches (7)black ic 11 B )0 Richelieu BFP659190 or equal) Direct applied black wall Cabinet doors to to protection (PWC-5), be plastic laminate back and sides (PPL-1) aBase (PRB-1) on 3 sides Carpet base (PCP-1); Re: Finish Plan 7 Vinyl composition 1" undercut tile (PVCT-1) L—j Co Trash C LEI Trash Cabinet - Elevation rw8 abinet - Section r---L Lk 06/24119 r ---- L LM: 08/20/19 314"=V-0" 0 4" 8" 1'4!' 1 A14 1 11/2" = V-0` 0 2" V 81, Handrail brackets, paint (PP-1) Where handrails terminate rail extension to be V-T beyond top and bottom stair edge, typical unless noted c? otherwise on plans or elevations cl) J-boxes for low voltage aisle lighting, Re: Electrical LED stair lighting and trim to be installed at stair V-3" nosings as indicated, Re: Electrical Wall covering (PWC-1) Re: - I--- to determine if wall covering (PWC-1) is to be applied behind seating Paint (PP-3) Power and cabling for seating, Re: Electrical Letter C) Border Carpet (PCP-1) 4" Carpet base (PCP-1) with bound top edge See plans and elevations L > Z9 Provide 2 (ea.) rolling trash bins per cabinet, confirm all cabinet and wall niche dimensions will accommodate bins Black vinyl floor transition trim behind doors I / // � Note: This view illustrates general detailing, 5/8" Poplar wood New wall covering (PWC-1) 5/8" Poplar wood trim with materials and finishes but does not reference trim with eased C:) LED aisle lighting, Re: Electrical eased edges, paint (PP-1) a specific instance or location on this project edges, paint (PP-1) Re: J15 /A13 for lighting 6" Straight wall placement covering 4" Carpet base (PCP-1 New, LED stair lighting and trim sloped lid sul C-1) with bound top edge to be installed at stair nosings to match slope of as indicated, Re: Electrical stair guardwall Note: This view illustrates general Curved detailing, materials and finishes Bordej arpet base (PCP-1) but does not reference a specific with bound to e instance or location on this project. 'Letter gel' Re: Al /A14 for additional finish Carpet (PCP-1) details. Row letter carpet inlays (PCP-5) letter & border for IMAX M 08114... Al2 Auditorium Finishes and Details 1/2" = 1 �4� r --- I ----- 1- 0 61, 11 2' 9 10 12 1 13 1 14 1 15 RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER Ll 05/30/19 Southcenter 16 - Auditorium #1 Renovation Ll 06/24112600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright Q 2019 American Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 EVIEM 'D FOR CODE CI M�LIANCE APPROVED NOV 2 2 2019 CitlY Of Tukwila DIVISION 11606 REGISTERED ARCHITECT JANA ELLYCE BEE TRIPLETT STATE OF WASHINGT N it Dram By MWINIG Checked By EN Auditorium #1 Auditorium Details A14 Project Number: 2019.344 (�) Copyright 2019 5 1 6 1 7 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 a t -E E -J z W Alm AM 71111111111111111 L I 1.14 m [am 121111111111011 C Indicates a Designated Aisle Indicates a Companion Seat DAS Seat with fold up aisle.side provided shoulder to shoulder New Seat Count armrest and identification next to a wheelchair space Fixed 205 marker per 2010 ADA Accessible 5 Standards for Accessible Total 210 Design section 22 ' 1.4 and 802.4 B All existing auditoriums in the theatre c6mplex have RECEIVED an assistive listening system; it will be maintained and CITY OF TUKWILA modified as needed in this auditorium renovation OCT 2 8 2019 —A7i Auditorium #1 - Seat Numbering Plan PERMIT CENTER r ---- 1--r-I NORTH 0 A 1/4"= "-o" 0 1' 2' 4' 1 1 q I -'A 1 4 1 7 1 8 9 10 1 11 12 1 13 1 14 15 16 1 17 18 19 23 24 E 0 Q) 2 6) FBI== C� 0 C 0 0 CIJ pq M 3:: 0 'D C) C .2 :E < Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2019 American Multi -Cinema Inc . ....... ISSUED FOR: 30% Review 16 September 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 CltY Of Tukwila BUILDING DIVISION VZ6;06EE FA�GISTERED ARCHITECT JANA ELLYCE BEE TRIPL Tr STATE OF WASHINGTON Dram By MW/MG Checked By EN Auditorium #1 Seat Numbering Plan A15 Project Number: 2019.344 @ Copyright 2019 :) I \11 FINISH PLAN KEY: Resilient Base, 6" High (PRB-1) 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 H FAI Row Letter Carpet Inlays IMAX (PCP-5) IMAX Carpet PLF Carpet (PCP-1) U i_T1 Vinyl Compo,� I GI � Auditorium #1 - Finish Plan ---------- 6" tall carpet r___L__� NORTH 1 0 1'4" 2'8" 5W' X/ base (PCP-1) Install black vinyl FINISH LEGEND PP-4 BLACK (PLF) Up high in Auditorium and PP-34 GRAY PWC-1 Auditorium Wall Covering (PLF) PCP-1 Black Floor Carpet (PLF) transition strip (IMAX Entry Portal Ceiling) PP-1 BLACK (PLF) Wood Trim in Auditorium, Entries, Walls behind Screen Manufacturer: Sherwin Williams Manufacturer: Melfabco Manufacturer: Durkan (PVCT-1) Handrail Brackets Manufacturer: Sherwin Williams - ProMar 400 Product: ProMar 200, Zero VOC Series: Tiara Wall Carpeting Series: Accents 111, cut pile solid Manufacturer. Sherwin Williams - Pro Industrial Interior Latex, B30B04600 Interior Latex, B20-2600 Series Color: Onyx Color: 7234 Black (PRB-1) F Water Based Alkyd Urethane Color: SIN 6258 Tricom Black Color: SW6245 Quicksilver Flammability: Class A, ASTM E84 Flammability: Class 1, ASTM E648 Enamel, B53-1250 Series Sheen: Flat Sheen: Egg Shell NFPA 701-2004 1 Color: SIN 6258 TrIcom Black System: For Gypsum Board: 2 coats on I coat System: For Gypsum Board: 2 coats on 1 coat of PCP-4 Entry Vomitory Carpet (IMAX) Sheen: Low Sheen of SW ProMar 200 Zero VOC Primer SIN ProMar 200 Zero VOC Primer PWPF-1 Auditorium Acoust. Wall Pnl Fabric (PLF) Manufacturer, Durkan System: For steel: 2 coats on 1 coat of Pro Manufacturer: Golterman & Sabo Series: Accents III, Pattern: D52698 Industrial Pro -Cry! Primer PP-21 DARK BLUE (IMAX) Metal Trim and MDF PP-31 COOL GRAY (IMAX) Handralls Series: Acousti Suede, 8 oz. Color: Per pattern (Blue, Black, Gray) For wood & gyp.bd: 2 coats on 1 coat Entry Panels Manufacturer. Sherwin Williams - Pro Industrial Water Color: Eclipse Flammability: Class 1, ASTM E648 PLIF GENERAL FINISH NOTES PLIF SCOPE OF FINISHES E of SIN ProMar 200 Zero VOC Primer Manufacturer. Shop Finished Based Alkyd Urethane Enamel, 653-1250 Series Flammability: Inherently Flame Retardant PCP-5 Carpet Letter Inlay (IMAX) All painted auditorium walls to receive (PP-3) Auditorium - Refer to elevations and ceiling plan for wall, ceiling and wood trim finishes. PP-2 BLACK (PLIF) Doors and Door Frames Color: Match Sample Color: Custom Manual Match (Cool Gray) NFPA 701 (Small Scale) Manufacturer: Durkan Manufacturer: Sherwin Williams - Pro Industrial Sheen: Match Sample CCE*Colorant OZ 32 64 128 Series: Accents 111, Pattern: D55820 unless noted otherwise. Provide new carpet and base perfinish plan. Provide wall covering at low knee walls per Water Based Alkyd Urethane System: - Ll-Blue 4 4 - - PRB-1 Rubber Base (PLF) Color: Blue, per pattern All painted metal handrails and guardrails to details and finish plan. Auditorium side of all metal door frames and metal doors, existing and Enamel, B53-1150 Series R2-Maroon 2 5 1 Manufacturer: Roppe Flammability: Class 1, ASTM E648 receive (PP-31) in auditoriums. Metal handrail wall new, to be painted (PP-2). PP-22 RED (IMAX) Metal Channel Letters at Entry Y3-Deep Gold - 13 - Series: Pinnacle no toe base brackets to receive (PP-1) in auditoriums. Color: SIN 6258 Tricom Black Manufacturer: Shop Finished 131-Black - 4 - Color: Black PPL-1 Plastic Laminate (PLF) Not including handrails and guardrails, all painted EntrylExit Corridors and Vestibules - Refer to ceiling plans for ceiling finishes. Provide new Sheen: Semi Gloss Color: Match Sample G2-New Green - 4 1 One Gallon Extra White Size: 6" High, roll stock & preformed corners Manufacturer: Formica metals to receive (PP-2) unless noted otherwise. carpet, base and wall finishes per finish plan. Where wall covering is indicated on finish plans D System: For steel: 2 coats on 1 coat of Pro Sheen: Match Sample Sheen: Low Sheen Flammability: Class B, ASTM E84 Color: Black, #909-58 All wood and metal doors & door frames to receive wall covering shall go from top of base up to ceiling. Provide black termination trim at all Industrial Pro -Cry] Primer Sheen: Matte (PP-2) unless noted otherwise. exposed edges of wall covering, CorridorNestibule side of all doors and door frames, existing For wood & gyp. bd: 2 coats on I coat System: - System: For steel: 2 coats on I coat of Pro Industrial Pro-Cryl Primer PACT-11 Acoustical Ceiling Tile 2x4 (PLF) Flammability: Class A, ASTM E84 Provide black comer guards to match existing and new, to be painted (PP-2). of SIN ProMar 200 Zero VOC Primer PWC-5 Trash Niche Wall Protection (PLF) Manufacturer: USG PPL-2 Entry Door Laminate (IMAX) theatre standard at outside comers of painted Manufacturer: CS PP-32 DARK BLUE (IMAX) Gypsum board entry walls and ceilings Series: Radar ClimaPlus 2410, 2'x4'x5/8" Manufacturer: Wilsonart walls. Auditorium Entries at Public Lobby/Corridor - Refer to plans, elevations and finish plan Series: Acrovyn 4000 and comer moldings and entry metal door frames Color: Flat Black Product: #4830K-18 For new and existing acoustical ceiling tile Color: Black #108, Suede Texture Manufacturer: Sherwin Williams - Pro Industrial Water Grid: USG Donn Brand DXJDXL, 15/16" Finish: Linearity systems, refer to structural drawings and provide Projection Booth - Finishes to remain as is unless indicated otherwise. Touch up and C Flammability: Class A, ASTM E84 Based Alkyd Urethane Enamel, B53TO1254 suspensions system, Flat Black Flammability: Class A, ASTM E84 and install all supplemental hangers, clips, etc. replace as needed for equipment, electrical and HVAC changes. Surface Color: Custom Manual Match (IMAX Dark Blue) Flammability: Class A, ASTM E84 necessary if indicated For all specified paints there shall be no Preparation: Per wall covering manufacturer's CCE*Colorant OZ 32 64 128 Note, this ceiling system to be used in rooms/spaces Refer to details Al IA14 and Al2/A14 for For booth substitutions specifications WI -White - 5 with completely new ACT. Where adding to or patching further clarification of finishes. 1) At projection port wall: paint walls, metal conduit, ductwork, pipes etc. Surface preparation for all metal surfaces (steel and 131-Black 2 1 an existing system match that system. from floor to ceiling (PP-3) starting at projection port(s) centerline out to iron) receiving paint: LI-Blue 6 44 One Gallon Ultradeep 10'-0" on each side or to comer of booth, whichever is less. Paint up to 10'-0" - For Repaints: Lightly Sand with 120 grit sandpaper 133-Magenta - 5 B53TO1254 650891872 PVCT-1 Vinyl Composition Tile (PLF) above booth floor if no ceiling is present. B and clean with water soluble cleaner such as Simple Sheen: Low Sheen Manufacturer: Armstrong 2) At ceiling over wall area defined above: paint any existing ceiling (PP-5) if Green before painting System: For steel: 2 coats on I coat of Pro Industrial Pro -Cry! Primer Series: Imperial Texture not black already. Paint exposed structure, HVAC components, piping, - For Bare Metal: Minimum surface preparation is For wood & gyp.bd: 2 coats on 1 coat of SW ProMar Standard Excelon etc. (PP-5) if Within 10'-0" of booth floor, Hand Tool Clean per SSPC-SP2. Remove all oil and 200 Zero VOC Primer Color: Classic Black 51910 grease from surface per SSPC-SP1. Provide I coat of Size: 12"x12" A primer and 2 coats of paint as indicated Flammability; Class 1, ASTM E648 LM:01/12/18 LM:01/12/18 9Vb 449 LM: 01112/18 I , I � I A I r 7 1 R I in 11 1 12 1 1.1 1 14 1 is I is 17 iR 1(.4 9-n 91 1 94 E2 E C: co C: 0) 46 2 CD ti c 11"Immm CU a c) 0 cj cQ do Lo to to C: M on= C: cc (0 o 'o ICU 15 c 2 r,' Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262A386 Copyright Q 2019 American Multi -Cinema Inc. ISSUED FOR: 30% Review 16 September 2019 Final CC 16 October 2019 Permit 23 October 2019 RE YIE D FOR M MI El CODE C PLIANCE APP OVIED RECEIVED NOV 2 2 2019 CITY OF TUKWILA OCT 2 8 2019 City Of Tukwila BUILDING D'VISION PEPfvIIT CENTER �6�16REGISTERED FEGISTEE,E_D— PC.'T T ARCHITECT JANA ELLYCE �EE TRIPL IT STATE OF WASHINGTON to Drawn By MWIMG Checked By EN Auditorium #1 Finish Plans __A1 6 Project Number; 2019.344 @ Copyrght 201 1. BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE W1 LOCAL AMENDMENTS 2. DESIGN LOADS: A. FLOOR LIVE LOADS a. CORRIDORS, RAMPS, STAIRS & EXITWAYS I OD PSF b� PARTITIONS 15 PSF C. PROJECTION BOOTHS 50 PSF d. STADIUM SEATING (NON -REDUCED) 60 PSF e. CONCENTRATED LOAD ON ELEVATED FLRS 2000 LBS f. CONCENTRATED LOAD ON STAIR TREADS 300 LBS B. ROOF LIVE LOAD 20 PSF C. ROOF SNOW LOAD a, GROUND SNOW LOAD, Pg 25 PSF b. FLAT ROOF SNOW LOAD, Pt 15 PSF C. SNOW EXPOSURE CATEGORY, Ce 1.0 d. RISK CATEGORY III a. SNOW LOAD IMPORTANCE FACTOR, 1. 1.1 f THERMAL FACTOR, Ct 1�0 9. DRIFTING PER CODE 3 D. WIND LOADS a. BASIC WIND SPEED (3 SECOND GUST), V(ULT) 115 MPH b� RISK CATEGORY III C. WIND EXPOSURE C d. INTERNAL PRESSURE COEFFICIENT ±0.18 E. SEISMIC LOADS 3. RISKCATEGORY III b� SPECTRAL ACCELERATION Ss = 1.453g, Si= 0.542g C. SEISMIC IMPORTANCE FACTOR I . lo 1.25 2. IP (STAIRS AND EXITS) 1.5 3. IP (ALL OTHERS) 1�0 d. SPECTRAL RESPONSE COEFFICIENTS S 0.969 SD1 0.542 SITE CLASS D f. SEISMIC DESIGN CATEGORY D 9. SEISMIC BASE SHEAR NIA' RENOVATION DOES NOT IMPACT FORCES IN THE EXISTING LATERAL FORCE RESISTING ELEMENTS BY MORE THAN THE CODE ALLOWABLE 10%, SEE EXEMPTION 807.5 OF THE 2015 INTERNATIONAL EXISTING BUILDING CODE. F. DEADLOADS a. BUILT-UP RISER STRUCTURE ACTUAL WEIGHT G. THE STRUCTURAL SYSTEMS SHOWN ON THESE DOCUMENTS HAVE BEEN DESIGNED FOR THE FINAL, IN PLACE USAGE OF THE STRUCTURE BASED ON THE INTENDED OCCUPANCY AND CODE REQUIREMENTS. WHILE GENERAL CONSTRUCTABILITY HAS BEEN CONSIDERED, THE STRUCTURAL SYSTEMS HAVE NOT BEEN DESIGNED TO ACCOMMODATE SPECIFIC CONSTRUCTION MEANS AND METHODS THAT MIGHT BE UTILIZED BY THE CONTRACTOR. 1 STATEMENT OF SPECIAL INSPECTIONS: A. THIS STATEMENT OF SPECIAL INSPECTIONS IS IN ACCORDANCE WITH SECTION 1704,3 OF THE 2015 INTERNATIONAL BUILDING CODE (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. ADDITIONAL SPECIAL INSPECTIONS MAY BE REQUIRED BY LOCAL CODE OR BUILDING OFFICIAL, AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ANY ADDITIONAL REQUIREMENTS ABOVE AND BEYOND THE REQUIRED SPECIAL INSPECTIONS INDICATED. B. SPECIAL INSPECTIONS SHALL BE PERFORMED AS SPECIFIED IN THE SCHEDULE OF SPECIAL INSPECTIONS, SEE SCHEDULE 11S0.2. C, THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE ITEMS LISTED IN THE AFOREMENTIONED SCHEDULE PRIOR TO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OF THE WORK. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO THE JOB SITE AND ITEMS TO BE INSPECTED. SAFE ACCESS INCLUDES, BUT IS NOT LIMITED TO, LADDERS, SCAFFOLDING ANDIOR CONTRACTOR OPERATED LIFTS AS REQUIRED FOR SITE OBSERVATION. D. SPECIAL INSPECTOR SHALL PROVIDE BI-WEEKLY SPECIAL INSPECTION REPORTS AND SHALL DISTRIBUTE THESE REPORTS TO THE BUILDING OFFICIAL, OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL ENGINEER -OF -RECORD AND MECHIELEC/PLUMBING ENGINEER -OF -RECORD. SPECIAL INSPECTION REPORTING SHALL BE IN ACCORDANCE WITH SECTION 1704.2.4 OF THE 2015 IBC. E. ALL DISCREPANCIES NOTED DURING INSPECTIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR. IF LEFT UNCORRECTED, THESE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE DESIGN PROFESSIONALS AND/OR BUILDING OFFICIAL. THE INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE CONTRACT DRAWINGS. F. PERIODIC SPECIAL INSPECTION OF THE SEISMIC -FORCE -RESISTING SYSTEM FOR THIS BUILDING IS REQUIRED. THE SEISMIC FORCE RESISTING SYSTEM CONSISTS OF ALL DIAGONAL LIGHT GAGE BRACING MEMBERS BETWEEN THE NEW RISER FRAMING AND THE EXISTING STRUCTURE, AS WELL AS THEIR SCREW CONNECTIONS AT EACH END. THIS SYSTEM ALSO INCLUDES THE VERTICAL STUD TO TRACK WELDED CONNECTIONS WITHIN 6" OF THE END OF A BRACING MEMBER (TOP OR BOTTOM TRACK) AND ALL POWDER ACTUATED FASTENERS WITHIN 12" OF THE BOTTOM OF A BRACING MEMBER. PERIODIC SPECIAL INSPECTION IS ALSO REQUIRED FOR ALL SEISMIC ANCHORAGE OF EQUIPMENT/SPEAKERS INCLUDING, BUT NOT LIMITED TO, POST INSTALLED ANCHORS, BRACING TENSION WIRES, AND COMPRESSION POSTS. 4. STRUCTURAL ENGINEER SITE OBSERVATIONS A� THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. 7- 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 NTH 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. STRUCTURAL COMPONENTS OF THE EXISTING SHELL BUILDING 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. 00 NOT INSTALL NEW CONSTRUCTION BEARING ON EXISTING SHELL BUILDING STRUCTURAL COMPONENTS (SLAB -ON -DECK, ROOFIFLOOR FRAMING AT SPEAKER ATTACHMENT, ETC.) SHOWN IN THESE DOCUMENTS UNTIL THE EXISTING STRUCTURE HAS BEEN EVALUATED AND APPROVED BY THE STRUCTURAL ENGINEER. 1 12 13 14 15 16 I I - I , I - I I . I - I , 6. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR OTHER PERTINENT INFORMATION RELATED TO THE STRUCTURAL WORK AND COORDINATE AS REQUIRED. THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE UTILIZED AS A COMPLETE SET OF DOCUMENTS THAT REPRESENT THE BUILDINGS STRUCTURAL SYSTEMS. NO SINGLE SHEET OR SERIES OF SHEETS IS INTENDED TO'STAND ALONE". THESE STRUCTURAL DRAWINGS ARE INTENDED TO BE INCLUDED IN A COMPLETE SET OF CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO: ARCHITECTURAL DRAWINGS AND MECHANICAL/ ELECTRICAU PLUMBING DRAWINGS. CONTRACTOR SHALL VERIFY COORDINATION OF THESE DRANNGS WITH CONTENTS OF ABOVE DRAWING SETS SPECIFIED AND ONLY PROCEED WITH BIDDING AND CONSTRUCTION AFTER SUCH HAS TAKEN PLACE. 7, DETAILS LABELED `rYP'OR `TYPICAU ARE TO BE APPLIED AT LOCATIONS THAT ARE SAME OR SIMILAR TO THOSE SPECIFICALLY INDICATED. WHERE A DETAIL IS NOT INDICATED, THE DETAJL SHALL BE THE SAME AS FOR SIMILAR CONDITIONS OR AS SHOWN IN THE -TYPICAL DETAILS'. 8� THE NEW CONSTRUCTION IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, DIAPHRAGMS, PERMANENT BRACING AND METAL DECKING ARE COMPLETE AND HAVE ACHIEVED THEIR DESIGN STRENGTH. CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING STRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE. 9, REINFORCING STEEL: A- ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, EXCEPT WELDED REINFORCING WHICH SHALL BE ASTMI A706 GRADE 60. B. ALL WELDED WIRE FABRIC SHALL BE ASTM Al 85 AND A82 COLD DRAWN WIRE, 13. 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 3" EXPOSED TO EARTH & WEATHER (FORMED) 2" NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS 314" 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. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE b. ACI 305R - GUIDE TO HOT WEATHER CONCRETING c� ACI 306R - GUIDE TO COLD WEATHER CONCRETING d. ACI 318 - STRUCTURAL CONCRETE BUILDING CODE a. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE f ACI SP-66 - ACI DETAILING MANUAL 9- AWS D1.4 - STRUCTURAL WELDING CODE - REJNFORCING STEEL lt� CRSI - MANUAL OF STANDARD PRACTICE B. ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 4,500 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 ANDIOR SUPER -PLASTICIZING CHEMICAL ADMIXTURES. D. CONCRETE SLUMP SHALL BE A MAXIMUM OF 4" +/- I " (ASTM C-1 43) AS DELIVERED IN THE FIR D. CONTRACTOR MAY USE CHEMICAL ADMIXTURES TO ATTAIN A MAXIMUM SLUMP OF a" 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 40% 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 CONTRACTOITS RESPONSIBILITY TO CONTACT THE ARCHITECT OR ENGINEER FOR NECESSARY CORRECTIVE ACTION. 1. EMBEDDED ITEMS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR PRIOR TO PLACING CONCRETE. 11� STRUCTURALSTEEL: A. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE V41TH A1SC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, LATEST EDITION AND AISC CODE OF STANDARD PRACTICE. B� ALL STRUCTURAL STEEL FOR WIDE FLANGE & WT SHAPES SHALL BE A992 GRADE 50 UNLESS NOTED OTHERWISE ON THE PLANS. ALL ANGLES, PLATES, AND CHANNELS SHALL BE ASTM 14. 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 3/1W. 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 3x3xl/4 ANGLE FRAME (4 SIDES) BETWEEN ROOF FRAMING MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. 1. PROVIDE 4x4xl/4 ANGLE BETWEEN JOISTS AT EACH EDGE OF RTU, COORDINATE LOCATION WITH MECHANICAL. 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. STRUCTURAL GENERAL NOTES I SO.1) 7 18 1 9 110 Ili 112 115 I " I - I iv I it 1 10 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. 1. 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 ]CC-ESAC193. 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 [CC -ES AC308, 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 KSL 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 MANUFACTURERS RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS FASTENER COATING SHALL BE HOT DIPPED GALVANIZED OR ZINC COATED IN ACCORDANCE WITH ASTMI 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 1r2 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 71'. 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 KS1 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, 1. SEQUENCING OF WELDS SHALL BE SO AS TO AVOID DISTORTION OF MEMBERS. REPLACE ALL MEMBERS WHEN BURN THROUGH OCCURS DURING WELDING. J. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED ON ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. K. NO SPLICES IN STUDS, JOISTS, OR OTHER LOAD CARRYING MEMBERS MAY BE MADE WITHOUT PRIOR ENGINEERING REVIEW AND SPECIFIC DETAILS FOR ANY SUCH SPLICE(S). L. TRACK MEMBERS SHALL MATCH DEPTH AND MIL THICKNESS (GAGE) OF STUDS UNLESS NOTED OTHERWISE. M. BRIDGING SHALL BE INSTALLED, IN THE FORM OF COLD ROLLED CHANNELS AND CONNECTION CLIPS, IN ALL WALLS ON THIS PROJECT. SEE TYPICAL LIGHT GAGE METAL FRAMING DETAILS ON THE DRAWINGS FOR SPECIFIC REQUIREMENTS. N. ALL LIGHT GAGE METAL FRAMING SHOWN ON THESE DOCUMENTS IS BASED ON THE PHYSICAL AND STRUCTURAL PROPERTIES OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA). ANY SUBSTITUTIONS MUST MEET THE MINIMUM PROPERTIES PROVIDED BY THESE MEMBERS, AND MUST BE APPROVED IN WRITING BY THE ENGINEER. SUBMITTALS: A� CODE COMPLIANT STRUCTURAL DESIGN OF THE FOLLOWING ITEMS IS DEFERRED TO THE GENERAL CONTRACTOR. a. TEMPORARY BRACING AND SHORING B. DEFERRED SUBMITTALS SHALL INCLUDE SUBSTANTIATING STRUCTURAL CALCULATIONS AND SHALL BEAR THE SIGNED WET STAMP OF A REGISTERED PROFESSIONAL ENGINEER WHO IS LEGALLY AUTHORIZED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES OF THE KIND INDICATED. DEFERRED SUBMITTALS SHALL BEAR THE APPROVAL STAMP OF THE PROJECT ENGINEER OF RECORD. C. ALL SHOP DRAWINGS AND SUBMITTALS MUST BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL. ENGINEER'S REVIEW OF SHOP DRAV\ANGS IS LIMITED TO CHECKING FOR GENERAL CONFORMANCE WITH DESIGN DRAWINGS AND STRENGTH OF COMPONENTS AND MATERIAL& 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 DETAJLING 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. STEEL DECK & ATTACHMENT METHODS AND MATERIALS b, LIGHT GAGE METAL FRAMING & CONNECTIONS 16 117 118 IV I /_V I zi I /Z 1 45 1 Z4 SO.1 GENERALNOTES SO.2 TYPICAL DETAILS SO.3 TYPICAL DETAILS SOA TYPICAL DETAILS SO.5 TYPICAL DETAILS SO.6 TYPICAL DETAILS S1.1 AUDITORIUM FRAMING PLAN S2.1 PARTIAL ROOF FRAMING PLAN S3.1 SECTIONS & DETAILS S3.2 SECTIONS & DETAILS STRUCTURAL SHEET INDEX SO.1 A�F�F. ABOVE FINISH FLOOR I.F. INSIDE FACE ALT ALTERNATE JST JOIST A.B. ANCHOR BOLT JT JOINT ARCH ARCHITECTURAL PLANS K KIP (1000 LBS) @ AT LG LONG & AND LBS POUNDS SAL BALANCE LLH LONG LEG HORIZONTAL BLDG BUILDING LLV LONG LEG VERTICAL BM BEAM MANUF MANUFACTURER BOT BOTTOM MAS MASONRY BRG BEARING MAX MAXIMUM BTWN BETWEEN MIN MINIMUM CL CENTER LINE MISC MISCELLANEOUS C.G.S. CENTER OF GRAVITY OF STRANDS MK MARK CIP CAST -IN -PLACE CONCRETE N.S. NEAR SIDE CLR CLEAR N.T.S. NOT TO SCALE C.J. CONTROL JOINT D.C. ON CENTER COL COLUMN O.F. OUTSIDE FACE CMU CONCRETE MASONRY UNIT OPNG OPENING CONC CONCRETE OPP OPPOSITE CONT CONTINUOUS PC PRECAST CTR CENTER PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH DEG DEGREE PT POST TENSION DIM DIMENSION RAD RADIUS DTL DETAIL REINF REINFORCEMENT DN3 DRAWING REF REFERENCE E.F. EACH FACE RE: REFERENCE ELEV ELEVATION SCHED SCHEDULE EQ EQUAL SECT SECTION E�W� EACH WAY BHT SHEET EXIST EXISTING Sim SIMILAR EXP EXPANSION SPA SPACING EXT EXTERIOR SPECS SPECIFICATION FND FOUNDATION SQ SQUARE FIN FINISHED STD STANDARD FLR FLOOR STIL STEEL F.S. FAR SIDE T&B TOP & BOTTOM FTG FOOTING T.O. TOP OF (ADD ITEM) F.V. FIELD VERIFY TYP TYPICAL GA GAUGE U.N.O. UNLESS NOTED OTHERWISE G.B. GRADE BEAM VAR VARIES GALV GALVANIZED VERT VERTICAL HORIZ HORIZONTAL w/ VATH HT HEIGHT W.W.F. WELDED WIRE FABRIC 3 STRUCTURAL ABBREVIATIONS SO.1 E Dam to 3 C: 0 0 �C) t MEE= C 0 CC 0 C4 CR CD In (D C 0) 3 0 C: mrsinim CC ca C5 2 r� Southcenter 16 Auditorium #1 Renovation 3600 Southeenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.2614386 Copyright 0 2019 Amedcan Witi-Cinerna Inc. ISSUED FOR: 50% Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION I 9 Dram 13Y SMWS Chocked By JLK GENERALNOTES -som 1 Project Number 2019.344 @ Copyright 201.- 15 1 16 1 17 rs .30 ME 'AM SCHEDULE OF SPECIAL INSPECTIONS - 2015 INTERNATIONAL BUILDING CODE MATERIAL ACTIVITY FREQUENCY REMARK(S) LOCATION(S) IBC STANDARD CONTINUOUS I PERIODIC 1. POST -INSTALLED ANCHORS IN CONCRETE IN ACCORDANCE w/ APPROVED ICC-ES REPORT. PERIODIC INSPECTIONS 1901.3 ALLOWED IF STATED IN ES REPORT GUARDRAILS, HANDRAILS, RISER FRAMING BRACING ATTACHMENT TO SLAB, CONCRETE PROJECTION EQUIPMENT ANCHORAGE, SEAT ANCHORAGE A. MECHANICAL X B. ADHESIVE x 1. FABRICATORS x IF FABRICATOR IS APPROVED, ON -SITE INSPECTION IS NOT REQUIRED, BUT A HANDRAILS, BAR RIER RAILS, CEILING & SIDEWALL SPEAKERS 17042.5 CERTIFICATE OF COMPLETION MUST BE PROVIDED TO THE BUILDING OFFICIAL 2. MATERIAL VERIFICATION OF STRUCTURAL STEEL 17052.1 A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM x IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD HANDRAJLS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURERS CERTIFIED MILL TEST REPORTS x 3. MATERIAL VERIFICATION OF BOLTS, NUTS & WASHERS HANDRAILS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS A, IDENTIFICATION MARKINGS TO CONFORM TO ASTM x IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS STRUCTURAL B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED x STEEL 4. INSPECTION OF BOLTING HANDRAILS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS A. BEARING -TYPE CONNECTIONS x SNUG TIGHT JOINTS IN CONFORMANCE w/ AISC 360, TABLE N5.6-3 5, MATERIAL VERIFICATION OF WELD FILLER MATERIALS A. IDENTIFICATION MARKINGS TO CONFORM TO AWS X REQUIRED AT EACH SUBMITTAL, UNLESS NOTED OTHERWISE HANDRAILS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS B. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED X 6� INSPECTION OF STRUCTURAL STEEL WELDING x SHOP & FIELD WELDING IN CONFORMANCE w/ AISC 360, TABLES N5.4-1, N5.4-2, HANDRAILS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS 17052.1 & N5.4-3 7� INSPECTION OF STEEL FRAME FOR COMPLIANCE w/ X HANDRAILS, BARRIER RAILS, CEILING & SIDEWALL SPEAKERS 17052.1 CONSTRUCTION DOCUMENTS 1 . MATERIAL VERIFICATION OF COLD -FORMED STEEL 1706 / AJSI S240 A. IDENTIFICATION MARKINGS TO CONFORM TO AISI x STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS RISERS, STAIRS, WALL FRAMING, BRACING, CEILING SPEAKERS B. MANUFACTURER'S CERTIFIED TEST REPORTS x C. VERIFY THAT MATERIAL IS CLEAN, STRAIGHT & UNDAMAGED X D. VERIFY THAT MEMBER SIZES & LAYOUT CONFORM TO THE x CONSTRUCTION DOCUMENTS & REVIEWED SUBMITTAL 2. INSPECTION OF COLD -FORMED STEEL CONNECTIONS A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO X. VERIFY THAT WELDS CONFORM TO AWS D1.3 AND MEET REQUIREMENTS 1706 THE CONSTRUCTION DOCUMENTS & REVIEWED SUBMITTAL INDICATED IN THE CONSTRUCTION DOCUMENTS RISERS, STAIRS, WALL FRAMING, BRACING, CEILING SPEAKERS B. VERIFY THAT BRACING, WEB STIFFENERS, BRIDGING, BLOCKING, & ETC. CONFORM TO THE CONSTRUCTION x COLD -FORMED DOCUMENTS & REVIEWED SUBMITTAL I STEEL & METAL DECK 3. INSPECTION OF COLD -FORMED STEEL SEISMIC -FORCE SEISMIC -FORCE RESISTING SYSTEM IN NEW STRUCTURE ASSIGNED TO 1705.12.3. AS RESISTING SYSTEM SEISMIC DESIGN C, D, E OR F APPLICABLE A. VERIFY THAT COLD -FORMED BRACE ELEMENTS CONFORM -CATEGORY THE SEISMIC -FORCE RESISTING SYSTEM CONSISTS OF ALL DIAGONAL COLD - TO AISI TESTING AND QUALITY ASSURANCE STANDARDS x FORMED STEEL BRACE ELEMENTS BETWEEN THE NEW CONSTRUCTION & RISERS, STAIRS, WALL FRAMING, BRACING, CEILING SPEAKERS SPECIFIED IN THE CONSTRUCTION DOCUMENTS THE EXISTING STRUCTURE B. VERIFY THAT CONNECTION CONFIGURATIONS AT EA END OF BRACE ELEMENTS AND ALL SCREWS / ANCHORS WITHIN 12 x INCHES CONFORM TO THE CONSTRUCTION DOCUMENTS 4. MATERIAL VERIFICATION OF METAL DECK A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM X IDENTIFICATION MARKINGS PER APPLICABLE ASTM STANDARD RISERS, STAIRS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS 5. INSPECTION OF METAL DECK ATTACHMENT A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO x VERIFY THAT WELDS CONFORM TO AWS D1.3 AND MEET REQUIREMENTS 17052.2 RISERS, STAIRS THE CONSTRUCTION DOCUMENTS INDICATED IN THE CONSTRUCTION DOCUMENTS 1. MATERIAL VERIFICATION OF PLYWOOD IN ACCORDANCE WITH ICC-ES ESR-2586 1705.5.5.1 VERIFY EDGES ARE IN GOOD CONDITION, TONGUE & GROOVE NOT DAMAGED A. GENERAL CONDITION X TO IMPEDE PROPER FIT UP, STORAGE HAS NOT PRODUCED DE -LAMINATION RISERS, STAIRS, SIDE WALL SPEAKERS OF LAYERS OR EXCESSIVE WARPING B. IDENTIFICATION MARKINGS TO CONFORM TO APA x VERIFY APA STAMP DENOTES PLYWOOD GRADE, & FIRE RETARDANT WOOD STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS TREATED (FRT) AS REQUIRED PER CONSTRUCTION DOCUMENTS VERIFY SCREWS & ADHESIVE MEET REQUIREMENTS INDICATED IN 2. INSPECTION OF PLYWOOD CONNECTIONS CONSTRUCTION DOCUMENTS A. VERIFY THAT CONNECTION CONFIGURATIONS CONFORM TO RISERS, STAIRS, SIDE WALL SPEAKERS THE CONSTRUCTION DOCUMENTS FOR PLYWOOD TO METAL x I DECKING, PLYWOOD TO PLYWOOD LAYERS, PLYWOOD TO METAL STUDS, PLYWOOD TO LUMBER BUILDOUTS NOTE: THE INTENT OF THE ABOVE TABLE IS TO AID BOTH THE GENERAL CONTRACTOR AND THE SPECIAL INSPECTOR ON THE AREAS REQUIRING SPECIAL INSPECTIONS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL LOCATIONS VIATH THIS TABLE, SECTION 3 OF THE STRUCTURAL GENERAL NOTES AND THE INTERNATIONAL BUILDING CODE (IBC) FOR ALL CODE REQUIRED SPECIAL INSPECTIONS. SCHEDULE OF SPECIAL INSPECTIONS SO-2 18GASLIP TRACK w/ 2" DEEP FLANGES E CONNECT TO STRUCTURE (BEAM, DECK OR JOIST) ABOVE @ EA STUD LOCATION TO PROVIDE CONNECTION CAPABLE OF RESISTING A 150 LB HORIZ LOAD (INTERIOR WALL) D (p, > 1-1/2"COLD-ROLLED C CHANNEL, 18 GAMIN, NOT MORE THAN I Z'FROM TOP. ATTACH BRIDGING PER TYPICAL DETAILS NOTE: USE THIS DETAIL FOR INTERIOR NON -LOAD B BEARING PARTITION 1 WALLS ONLY. DEPTH GAGE (MIL) SPACING (INCHES O.C.) I EIGHT NOTES: 1 . ALL STUDS ARE SIZED WITH 15/8" FLANGE WIDTH. 2. STUDS ARE INTENDED FOR INTERIOR PARTITION WALLS ONLY AND ARE TO BE NON LOAD - BEARING. 3. STUDS HAVE BEEN DESIGNED FOR SEISMIC LOAD OR 5 PSF LATERAL LOAD WHICHEVER CONTROLS ONLY. CONTACT E.O.R. FOR OTHER CONDITIONS. 4. STUDS HAVE BEEN DESIGNED FOR A MAXIMUM DEFLECTION OF HEIGHT/240. 5. BRIDGING IS REQUIRED AT MAX VERTICAL SPACING OF 48" O.C., ATTAC H PER TYPICAL DETAILS. 3 5/8" 20 (33) 12 19'-4" 16 17W" 24 ii--4- 18 (43) 12 21'.0" 1-6 19--1" — 24 16'-8" 16 (54) 12 22-6" 16 20'-6" 24 17'-11" 5 lt2" 20 (33) 12 26'-9" 16 24'-4" 24 2V-3" 18 (43) 12 29'-1" 16 26'.5" 24 23'-l" 16 (54) 12 1'- 16 28-5" — 24 24'-9" 6" 20 (33) 12 28-8" 16 26�4' 24 22�-9" 18 (43) 12 31'-Z' 1-6 28'-4" 24 24'-9" — 16 (54) — 12 — 33'-6" 16 30'-5- 24 26-7" INTERIOR SLIP TRACK DETAIL (;*—N T.S. I � I ':t I A R 5'� NON -LOAD BRG STUD HT LIMITATION TABLE ',�O �2 7 g 110 Ili 112 TRACK SLIP TR TRA N IF OR L ME ,CK CF M1 'K 16 ..... . METAL STUD BOX BEAM ..... HEADER PER OTHER DETAILS C( EY BC NOTE, ST ST STUD AND TRACK GAGE & TC SIZE PER OTHER DETAILS (4) THESE DOCUMENTS. SE SC OF OPENING PER ARCH OF MAX WIDTH = 6�4' WI (5) METALSTUD 40 TRIMMER (TYP) ooX ST W, TRACKSI AS OCCU 6 � STUD FRAMED OPENING DETAIL �SO.2) N.T.S. 114 115 116 117 1 TALSTUD PPLES TO TCH WALL @ O�C� (TYP) PE FLANGES & rEND WEBS OF K BEAM SIDE JOS OVER JAMB JDS.ATTACH JAMBSTUDSw/ 912-14 TEK _F-DRILLING REWS IN PRE- ILLED HOLES USE EQUIV LOS FULL HT S162-54 JAMB JDS MIN MATCH LLWIDTH STUDS SHALL BE SEATED FULL DEPTH INTO TRACKS ao� #10 MIN TEK SELF - DRILLING SCREWS BOTH SIDES, TYP EA STUD U.N,O. A MIN OF (3) EXPOSED SCREW THREADS SHALL PROTRUDEBEYOND CONTTRACK INNER METAL PLY IN INSTALLED POSITION AT EL OR CONCRETE (3) #8 TEK SELF -DRILLING HILTI X-U FASTENERS W/ I" EMBED @ 12' O.C. PAN HEAD SCREWS AND @ 6" D.C. AT SIDEWALLS, STAGGER TYPICAL FASTENERS STUD TO AT WOOD OR PLYWOOD TRACK BRIDGING SPLICE OPTIONS #12TEKSELF-DRILLING SCREWSw/1"EMBED @ 12' D.C. AND @ 6" D.C. AT SIDEWALLS, STAGGER FASTENERS ATTACHWICLIPAND (4) #8 TEK SELF - DRILLING PAN HEAD SCREWS R, MATCH TRACK FASTENERS FOR EA CONNECTION AT STEEL OR CONCRETE HILTI X-U FASTENERS w/ I" EMBED 1-la-COLD- TYPICAL @ 12' O,C. AND @ 6" O.C. AT ROLLED TRACK SIDEWALLS, STAGGER FASTENERS CHANNEL, 18 GA SPLICE MIN, VERT SPA AT WOOD OR PLYWOOD 48"O.C. MAX #12 TEK SELF -DRILLING SCREWS w/ I - EMBED @ 12- O�C. AND @ 6" O.C. AT SIDEWALLS, STAGGER TYPICAL BRIDGING TO STUDS FASTENERS 2_� TYPICAL METAL STUD DETAILS SO.2 ) N.T.S. ME a CONT ATT/ TYPICAL 3 � DOUBLE STUD COLUMN DETAIL �ISO-2) N.T.S. @ 114 PTS CREWS #10 (MIN) 3TUD WALL STUD DEPTH REVIEWED FOR REVIEWED FOR SIZE & CODE COMPLIANCE CODE COMPLIANCE GAGE MATCH WALL APPROVED APPROVED MIN 362TI25-43 N N 01 OV 2 2 2019 E MTL STUD, EA SIDE SIZE & GAGE MATCH WALL MIN City of Tukwila C, tV of Tukwila 362SI62-43 UIL IVISIO BUILDING DIVISION #10-16TEK SELF -DRILLING OPTION 1 SCREWS @ &' D.C. (TYP) WALL STUD DEPTH SIZE & 1 GAGE MATCH WALL MIN 362T125-43 MTL STUD, EA SIDE SIZE & GAGE MATCH WALL MIN TYP __V212 362S162-43 X118 2-12 E2 E CD 00 Ca (a a) 0) co 00 co C" C CC! 't co Z6 a) C CD— Ri D ID Ow .2 ME= CA cc '620 C5Z 0 CD Southcenter 16 Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2019 American Mulfi-Cinema Im. ISSUED FOR: 50% Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 RECEIVED CITY OF TUKWILA OCT 2 a 2019 PERMIT CENTER D. 0/22/2019 Drawn By BMWs Checked By JLK TYPICAL DETAILS 41.Zl- 0 OPTION 2 7 BOX BEAM HEADER DETAIL SO2 ) N.T.S. S0m2_ 19 1 20 121 122 123 124 Project Number: 2019.344 @ Copyright 2019 1 1 2 1 3 14 1 5 16 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 21 22 23 24 NOTE: APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD A AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BLOCKING & TRIM NOTE� 2 PER ARCH SO.3 APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 7f BLOCKING & TRIM 0 0 0 0 0 PER ARCH (TYP) I I I I - HANNEL BRIDGING PER r— 12) LAYERS 31,V T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1r2", 18GA TYPE B TY ICAL DETAILS METAL ROOF DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF-DRILUNG SCREWS @ 8" D.C. w/ (2) SCREWS @ STUD TOP TRACK. ATTACH PLYWOOD THROUGH DECK w/ TEK SELF -DRILLING BUGLE -HEAD SCREWS @ 12- D.C. IN FIELD & 6- D.C. @ EDGES. 362S162-43 METAL STUDS @ EXISTING RISERS SHOWN HATCHED ZAIfTACH STAGGER SEAMS I I I I /_ 16" D.C. w/ 362T1 50-33 T&B TRACKS, ATTACH TO SLAB COl' CONT METAL DECK 362SI -_ 43 CONT METAL DECK SUPPORT JOIST ATTACHED PER TYPICAL DETAI S SUPPORT TO EXISTING TO STUDS w/ (2) #10 TEK SELF -DRILLING SCREWS (TYP) 3x3xl 6GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON STRUCTURE w/ f2) HILTI X-U TENERS @ 16- D.C. DECK, ATTACH PER CONNECTION DETAIL 5/SO.3 1\3 To RISER IWMEL�E T.O. RISER 71— V 362SI62-43 CONT METAL DECK SUPPORT JOIST ATTACHED IqUELEV TO STUDSw/(2) #10TEK SELF -DRILLING SCREWS (TYP) 0 0 0 (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON 1 1/2-, 18GA 0 0 C) 0 0 CD 0 CD 0 0 CD 0 TYPE B METAL ROOF DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF - DRILLING SCREWS @ 8" D.C. w/ (2) SCREWS @ STUD TOP TRACK. ATTACH 0 0 0 0 PLYWOOD THROUGH DECK W/ TEK SELF -DRILLING BUGLE -HEAD SCREWS —7- @ 12- D.C. IN FIELD & 6- O.C, @ EDGES. STAGGER SEAMS \A 0 0 0 M y 362SI62-43 METAL DIAGONAL BRACING STUDS @ 4�-O- D.C. MAX EACH DRECTjO N_ DIAGONAL BRACING STUDS SHALL RUN FROM FRO' LY To JU�T BELOW 362S162-43 DECK SUPPORT JOIST DIAGONALLY TO BOTTOM TRACK OF VERTC H DIAGONAL BRACE 0 EACH ASS NG SELF - R NG S RE S IN 3 'ALL D ILU C W M 0, 0 PROTRUDE BEYOND INNER ntON rhT.O. RISER NIU ELEV 1-1 I (3) #10 TEK SELF -DRILLING X 362SI62-43 METAL DIAGONAL BRACING STUDS @ SCREWS REO'D @ GUARD WALL 0 4'-0" D.C. MAX EACH DIRECTION. DIAGONAL DIAGONAL BRACE STUD (TYP) BRACING STUDS SHALL RUN FROM JUST BELOW . . .. . . . . PROVIDE 1/4"DIA HILTI KWIK 0 362SI 62-43 DECK SUPPORT JOIST DIAGONALLY TO BOTTOM TRACK OF VERTICAL 0 PROVIDE 1/4" DIA HILTI KWIK HUS-EZ SCREW ANCHOR (ESR-3027) w/ 1 5�/8*' 362S162-43 METAL STUDS @ _\ C�) 0 HUS-EZ (ESR-3 027) S CREWANCHOR w/ 1518- EMBEDMENT 0 0 STUDS. ATTACH' DIAGONAL BRACES TO EACH PASSING VERTICAL STUD #10 TEK SELF SCREW$. EMBEDMENT @ BOTH SIDEE F 16'0.C. w/ T&B CONTINUOUS 0 @ BOTH SIDES OF VERT W/ (2) -DRILLING MIN (3) EXPOSED SCREW THREADS SHALL PROTRUDE' VERT MEMBER WITHIN 2" OF EA _�J TRACKS (TYP) MEMBER WITHIN 2"OF EA BRACE BEYOND INNER METAL PLY IN BRACE MIN SPA) (3- MIN SPA) INSTALLED POSITION (3" 5 0 0 0 Z-61" MAX STUD ROW SPACING (T�P) M, 0 0 __Y 0 0 0 0 0 /-&EXIST SLAB 0 T.O. EXIS T RISE R ELEV �_W 'RU ELEV 7 7 7 7=777 77 Z G RISERS TCHED/ 4//- TYPICAL RISER FRAMING SECTION r2_� SECTION @ GUARD WALL SO.3 N.T. S. ��3 N.T.S. BLOCKING &TRIM PER ARCH NOTE, NOTE: 362S162-43 METAL STUDS @ 16" D.C. W1 APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL APPLY LOCTITE PL400 SUBFLOOR ADHESIVE BETWEEN ALL PLYWOOD LAYERS AND BETWEEN PLYWOOD 362T1 50-43 CONT T&B TRACKS, ATTACH PER PLYWOOD LAYERS AND BETWEEN PLYWOOD AND DECK, INSTALL PER MANUFACTURERS RECOMMENDATIONS. TYPICAL DETAILS AND DECK, INSTALL PER MANUFACTURERS RECOMMENDATIONS. 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF PLYWOOD ON DECK ATTACH PER CONNECTION DETAIL 5/SO.3 (2) #10 TEK SELF -DRILLING SCREWS@ EASTUD (2) LAYERS 3/4" T&G FIRE RETARDANT TREATED PLYWOOD ON I 112",18GA TYPE B METAL ROOF DECK. ATTACH DECK TO FRAMING wl #10 TEK 3x3x16GA CONTINUOUS CLOSURE ANGLE AT PERIMETER OF SELF -DRILLING SCREWS @ 8" D.C. ATTACH Lu PLYWOOD ON DECK ATTACH PER CONNECTION DETAL 51S0.3 (TYP) PLYWOOD THROUGH DECK w/ TEK SELF -DRILLING BUGLE -HEAD SCREWS @ 12" D.C. IN FIELD &, 6- 3x3x1R('A CONTINUOUS D.C. @ EDGES. STAGGER SEAMS SIMPSON S/H2.5 TIE @ EA STUD, ATTACH W/ (4) #10 CLOSURE ANGLE. VERTICAL LEG MUST COMPLETELY COVER ALL STAJR FRAMING PER TYPICAL STAIR TEK SELF -DRILLING SCREWS IN EA LEG OF CLIP 25OS162-43 METAL STUDS @ 16" D.C. w/ - EDGES OF PLYWOOD DECKING FRAMING SECTION THIS SHEET 250T150-43 T&B TRACKS, ATTACH TO DECK PER TYPICAL DETAILS DECKATTACHMENT THROUGH ANGLE PER Q%O RISER OTHER DETAJLS JNT.O. STAIR 'N ALIGN CENTER OF SIDE WALL FRAMING W/ CENTER OF STAIR FRAMING. ATTACH 77 77 7 7 7 CONT SHEET METAL PER ARCH L�V T T STUDS w1#10 TEK SELF -DRILLING 0 F J___1 SCREWS SPACED VERTICALLY 250S162-43 ATTACHED w/ (2) #10 TEK SELF- 0 0 @ 3" D.C. MAX. (3 SCREWS MIN) C) DRILLING SCREWS @ EA VERTICAL STUD (TYP) RISER FRAMING PER (2) #10 TEK SELF -DRILLING TYPICAL RISER FRAMING (2) LAYERS 314- T&G FIRE RETARDANT TREATED 0 SCREWS @ EA STUD SECTION THIS SHEET PLYWOOD ON 1 1r2", 18GA TYPE B METAL ROOF 0 DECK. ATTACH DECK TO FRAMING w/ #10 TEK SELF- DRILLING SCREWS @ 6" O.C. w/ (2) SCREWS @ STUD l;&T.O. RISER 0 TOP TRACK. ATTACH PLYWOOD THROUGH DECK wl ELEV — — — - — — TEK SELF -DRILLING BUGLE -HEAD SCREWS @ 12- O.C. 0 0 IN FIELD & 6- D.C. @ EDGES. STAGGER SEAMS 0 N ___J, 3x3x16GA CONTINUOUS rhT.O.RISER T T T T T T CLOSURE ANGLE. VERTICAL LEG 0 0 qU ELEV MUST COMPLETELY COVERALL 0 EDGES OF PLYWOOD DECKING t DECK ATTACHMENT THROUGH ANGLE PER raT 0 0 OTHER DETAJLS 1117—S—LAB VA RECEIVED CITYOFTUKWILA PROVIDE 1/4" DIA HILTI KVIAK HUS-EZ SCREW ANCHOR (ESR-3027) w/ 1518" EMBEDMENT @ RISER FRAMING PER TYPICAL R SER FRAMING SECTION THII� SHEET (TYP) OCT 2 8 2019 BOTH SIDES OF VERT MEMBER WITHIN 2" OF PERMIT CENTER EA BRACE (3" MIN SPA) 3 , SECTION (a)- SIDE WALL 4"� TYPICAL STAIR FRAMING SECTION (_5_'� CONT CLOSURE ANGLE CONNECTION DETAIL �S�3 N. T. S. �SO 3) N,T.S, SO.3 ) N.T, S, 1 12 1 3 14 1 5 1 6 17 18 9 , 10 1 11 12 13 � 14 1 15 1 16 17 1 18 , 19 1 20 1 21 122 123 124 lie J 2 0) 00 a a 0 CJ cq Ecn*, co Q) 0= ID CM 0 0 a) 3 g cc CD Southeenter 16 Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright 0 2019 American Multi -Cinema Inc. ISSUED FOR: 501/6 Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 o ukwila Project Number 2019.344 @ Copyright 2019 I I IV I it 1 10 1 IV I zu I ZI ZZ Z'j Z4 EXISTING STRUCTURE ABOVE (F.V.) (RE; STRUCT UNISTRUT P2786 FITTING (TYP) GENERALNOTE6) UNISTRUT Pl 001 SPANNING IZ-0" MAX EXISTING STRUCTURE ABOVE (F.V.) (RE: STRUCT PL114" x 2" SO PLATE GENERALNOTE5) WASHER, 1/2" DIA NUT, & JAM NUT (TYP) HIGH UNISTRUT P5000 SPANNING BTWN JOISTS T-U'CANTILEVER MAX A/ A A IF - - - - - - - IF - - - - - - - i ---- -- ---------------------------------------- --------- ------- ------------ ------- MIN (3) FULL - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - WRAPS CrYP) UNISTRUT P1326 FITTING ULH wl(l) I/Z'DIAx 15/16"HEX (2) 1/2- DIA THRU HEAD BOLTS & CHANNEL NUTS @ EA SIDE OF EA JOIST, (3) EACH 1/2" DIA A36 BOLTS wl WASHER INSTALL FITTING TIGHT TO JOIST. ALTERNATIVELY THREADED RODS & NUT T&B PROVIDE TOP CHORD ATTACHMENT PER DETAIL BELOW ISOLATION HANGERS INDUSTRIES 1/2" DIA WASHER, NUT, & JAM NUT EACH THREADED ROD TELESTRUT P9000 4 (MASON #HD-B-WHITE) ON EACH @ CONNECTION U.N.O. (TYP) THREADED ROD VVV UNISTR UT P2346 FITTING w/ (2) 1/2- DIA L THRU BOLTS w/ WASHER NUT & JAM NUTT&B AT CONTRACTORS OPTION: M" DIAA36 THREADED ROD IN _4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIEU OF TELESTRUT & THREADED RODS 1/4" DIA lxl9 CABLE w/ MIN FITTING CONNECTION THROUGH CEILING TILES. 6000LB ULTIMATE BREAKING \4 R E: ARCH FOR GROMMET STRENGTH @ EACH CORNER LOW UNISTRUT PER CEILING SPEAKER REQUIREMENTS (TYP) (SEE PLAN) PROVIDE ACCESSORIES AND DETAILS (RE: SHEETS SOA & 80.5) PI-1/4" x 2" $0 PLATE WASHER, CONNECTORS AS REO'D TO 1/2" DIA NUT, & JAMB NUT T&B DEVELOP STRENGTH OF EXISTING CEILING CABUE(TYP) REFER TO SPEAKER SUPPORT DETAILS FOR ADDITIONAL EXISTING ROOF DECK INFORMATION. NOTES: 1. REFER TO OTHER SPEAKER ATTACHMENT DETAILS FOR x ADDITIONAL NFORMATION NOT SHOWN. EXISTIN GJO IST TOPCHORD - - - - - - - - - - 2. ATTACH SPEAKER TO HIGH UNISTRUT WHERE POSSIBLE AND ELIMINATE LOW UNISTRUT ATTACHMENTS. NOTE: STEEL TUBE SPEAKER 3. ALL UNISTRUT MUST BE POSITIVELY ATTACHED TO A MINIMUM OF (2) EXISTING FRAMING MEMBERS. ATFACH UNISTRUT TO EA JOIST w/ 3/8"DIA MIN BOLT BETWEEN TOP CHORD ANGLES w/ UNISTRUT SPANNING BETWEEN JOISTS PER SUPPORT FRAME PER 21SO.5 NOTES, 4. THE MAXIMUM EQUIPMENT WEIGHT FOR THIS DETAIL IS 200 LBS. HEX HEAD NUT & PL3/16N2N0'-2" PLATE WASHER T&B. DO NOT PENETRATE JOIST OTHER DETAILS STRUCTURAL COMPONENTS OF THE EXISTING SHELL CHORD OR EXISTING DECK. INTENTIONALLY BUILDING STRUCTURE ARE NOT KNOWN. PRIOR TO I . REFER TO ARCHITECTURAL DRAWINGS FOR DAMAGE THREADS AFTER INSTALLATION CONSTRUCTION, THE CONTRACTOR MUST FIELD ADDITIONAL SPEAKER INFORMATION. TO PREVENT LOOSENING. VERIFY, DOCUMENT AND PROVIDE DETAILS OF THE AS -BUILT CONDITIONS TO THE STRUCTURAL ENGINEER FOR EVALUATION. DO NOT INSTALL NEW 2. THE MAXIMUM SPEAKER WEIGHT ALLOWED FOR THIS DETAIL IS 200 LBS. IF THE WEIGHT TOP CHORD ATTACHMENT DETAIL CONSTRUCTION BEARING ON EXISTING SHELL OF THE SPEAKER RECEIVED EXCEEDS THIS BUILDING STRUCTURAL COMPONENTS (SLAB -ON. DECK. MOOFIFLOOR F� � S�EAK�R WEIGHT, THE INSTALLER AND GENERAL ATTACHMENT, ETC.) SHOWN IN THESE DOCUMENTS NC�0� S CONC� THR tCHITECT AND E.O.R. FOR A REVISED DETAIL. UNTIL THE EXISTING STRUCTURE HAS BEEN STEEL CHAINS AND EVALUATED AND APPROVED BY THE STRUCTURAL SPEAKER PROVIDED 3. REFER TO 21SOA TO ATTACH UNISTRUT @UNEVEN ENGINEER. BYIMAX STRUCTURE OR AROUND MECH INTERFERENCES. 4. SEE 3/SO.4 FOR PLAN DETAIL. OVERHEAD SPEAKER SUPPORT DETAIL ()��LINISTRIUTALTERNATE ATTACHMENT DETAIL N.T.S. N.T.S. NOTE: CEILING NOT SHOWN FOR CLARITY. 1/4�'DIA 1xl9 CABLE w/ MIN 6000LB ULTIMATE BREAKING STRENGTH @ EACH CORNER (SEE PLAN) PROVIDE ACCESSORIES AND CONNECTORS AS 0. REQ'D TO DEVELOP STRENGTH OF CABLE 0 (TYP) NEW BRACES 7. EXISTING BEAM SPACING (F.V.) CHORD - TYP TOPCHORD 3/16 AONPEL POINT 11 WIDTH STEEL TUBE SPEAKER 1 SUPPORT FRAME PP 77 \IBELOW PER 2/80,5 h='r CL "X!, ��BOT s NEW BRACES CHORD WIDTH P BOTTOM CHORD 0 PANEL POINT UNISTRUT SPANNING IT-0" NOTES: MAX PER PLAN AND SPEAKER SUPPORT DETAIL PROVIDE (2) L2x2x3/16 (MIN) CHORD BRACE AT TOP OR BOTTOM CHORD CONCENTRATED /iABOVE LOAD LOCATIONS SUCH AS RTU FRAME CONNECTIONS, ROOF TOP AND SUSPENDED EQUIPMENT SUPPORTS, AND OTHER SUPERIMPOSED OR SUSPENDED LOADS WHERE THE EXISTING STRUCTURE DIMENSION"X"IS GREATER THAN THE LESSER OF 4 INCHES OR TH EJOIST CHORD WIDTH (F,.V.) (RE: STRUCT AS SHOWN. GENERAL NOTE 5) 0 RECEIVED CITY OF TUKWILA 3 OCT 2 8 2019 PEPI'vIll CENTER r2l'� OVERHEAD SPEAKER PLAN DETAIL 4 JOIST REINFORCING DETAIL r5_'� NOT USED 6 NOT USED SO.4) N.T�S. SOA) N.T.S. 1 12 1 3 14 1 5 16 7 1 8 19 110 Ili 112 13 114 115 116 117 118 19 1 20 121 1 72 1 xi 12A E 0 Ca C :LC (a 9 C 0) .2 E 51 2 cc C'j Cx) to ce CA a) to cc < ;D Southeigntor 16 Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888,262.4386 ISSUED FOR: 50% Review 3 October 2019 Final OC 16 October 2019 Permit 23 October 2019 REVIEWED -FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila OUILUINU UIV Dravwn By SMWS Checked By JLK TYPICAL DETAILS S004 project Number 2019.344 @ copyright 2019 (4) EACH 112- DIA A36 THREADED RODS ISOLATION HANGERS (MASON INDUSTRIES #HD-B-WHITE) ON EACH THREADED ROD REMOVE EXIST NG LAYERS OF 5/8" It GYPSUM BOARD AND REPLACE w/ 5/8" PLYWOOD BLOCKING, LAYERS GLUED THREADED RODS AND NAILED TOGETHER ATTACHED THROUGH CEILING TILES. PER 3/SO.5 RE: ARCH FOR GROMMET REQUIREMENTS (TYP) EXISTING AUDITORIUM WALLASSEMBLY _5 UNISTRUT PI 0001 BRACES K PER 31S0.5 UNISTRUT PI 000 ATTACHED TO SPEAKER FRAME wl #10 TEK SELF - DRILLING SCREWS @ 6" OC. NOTE: 10 GAGE CABLE. MIN 1,000 LB BREAKING STRENGTH. (1) @ STRUCTURAL COMPONENTS OF THE EXISTING SHELL EACH EDGE BUILDING 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 SHELL BUILDING STRUCTURAL COMPONENTS (SLAB -ON -DECK, ROOF/FLOOR FRAMING AT SPEAKER ATTACHMENT, ETC.) SHOWN IN THESE DOCUMENTS UNTIL THE EXISTING STRUCTURE HAS BEEN EVALUATED AND APPROVED BY THE STRUCTURAL ENGINEER. EXISTING STRUCTURE �\,\ABOVE (F.V.) (RE: STRUCT PLI/,V'x2"SQ PLATE i GENERAL NOTE 5) WASHER, 112- DIA NUT, &JAM NUT (TYP) UNISTRUT P1001 SPANNING 12'-0- MAX 1/7' DIA WASHER, NUT, & JAM NUT @ EACH THREADED ROD CONNECTION U.N.O. ITYP) STEEL TUBE SPEAKER I SUPPORT FRAME PER 2/SO.5 STEELCHAINSAND FSPEAKER PROVIDED BY [MAX EXISTING CEILING NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL SPEAKER INFORMATION, 2. THE MAXIMUM SPEAKER WEIGHT ALLOWED FOR THIS DETAIL IS 200 LBS. IF THE WEIGHT OF THE SPEAKER RECIEVIED EXCEEDS THIS WEIGHT, THE INSTALLER AND GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT & E.O.R. FOR A REVISED DETAIL. 3. REFER TO DETAIL 31S0.5 FOR ADDITIONAL SEISMIC BRACING DETAILS. 4. REFER TO DETAIL 2/SO.4 TO ATTACH UNISTRUT TO UNEVEN JOISTS OR TO AVOID EXISTING MECHANICAL EQUIPMENT. 1/2" DIA A36 THREADED STEEL ROD THROUGH FRAME (4 LOCATIONS) W/ DOUBLE 112- DIA NUTS, WASHERS, ANE MIN (3) THREAD PROTRUSION OPPOSITE SIDE. AFTEF INSTALLATION INTENTIONALLN DAMAGE THREADS TO PREVENI LOOSENINE TYPJOINT NOTE: PROVIDE 3/16"MINIMUM FILLET WELD AT ALL STEEL -TO -STEEL CONNECTIONS. SPEAKER FRAME MUST REMAIN ACCESSIBLE FOR LOUDSPEAKER INSTALLATION. ED ED HSS2x2x3116 STEELFRAME MEMBER (TYP) C PER FRAME PLAN ABOVE EQ EQ ED VTEQ W (TYP_ I TYP TYP) , 4s,00. 1 VOO. w 3 . .. I . HSS2x2-x3ll6 STEELFRAME MEMBER (TYP) 1/Z'DIA A36 THREADED STEEL ROD THROUGH FRAME (3 LOCATIONS) w/ DOUBLE 1/2" DIA NUTS, WASHERS, AND MIN (3) THREAD PROTRUSION OPPOSITE SIDE. AFTER INSTALLATION INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING OVERHEAD SPEAKER FRAME PLAN HSS2.x2X3/16 1/2'DIA A36 THREADED STEELFRAME STEEL RODS TO STRUCTURE (TYP) ABOVE. SEE OTHER DETAILS THESE DOCUMENTS. CHAIN PROVIDED BY IMAX (TYP) (a:) SIDE SPEAKER SUPPORT DETAIL �SO�5J N.T.S. G NOTE: UNISTRUT P1 001 MEMBERS SPANNING BTWN EXISTING ROOF STRUCTURE NOT SHOWN FOR CLARITY. (RE: I/SO.5). PLYWOOD WIDTH TO MATCH STUDS SPACING 4' - 0' (F.V.) F EXISTING WALL ASSEMBLY (F.V-) UNISTRUT P1 186 FITTING w/ 1 1Z' DIA HEX HEAD BOLTS AND CHANNEL N U UNISTRUT P1546 FITTING w/ 1/2" DIA HEX HEAD BOLTS AND CHANNEL NUTS (rYP) F E P1000 UNISTRUT x 2'-0" LG MIN P1000 UNISTRUT BRACES D REMOVE EXISTING LAYERS OF 5/8" GYPSUM BOARD AND REPLACE w/ 5/8" PLYWOOD BLOCKING, LAYERS GLUED AND NAILED TOGETHER ATTACHED TO STEEL STUDS w/ (4) #10 TEK SCREWS SPEAKER BELOW INTO EACH STUD (FACE GRAIN HORIZ) FRAME I APPLY PLYWOOD TIGHT @ EDGES P1000UNISTRUT C x 2'-0" LG MIN L_ (5)1/4" x I 1/2"SIMPSON SDS EXISTING METAL HEAVY DUTY SCREWS STUDS @ 16" O.C. (ESR-2236) (F.V.) PLYWOOD ELEVATION EXISTING FRAMING B ABOVE (F.V.) Al 1 9 SECTION r2_'� SPEAKER SUPPORT FRAME DETAILS � S0.5 J N.T.S. NOTE, REFER TO DETAIL 1/SO.5 FOR SIDESPEAKER INFORMATION NOT SHOWN IN THIS DETAIL. REMOVE EXISTING LAYERS OF 5/8" GYPSUM BOARD AND REPLACE W/ 5/8" PLYWOOD BLOCKING, LAYERS GLUED AND NAILED TOGETHER ATTACHED TO STEEL STUDS w/ (4) #10 TEK SCREWS INTO EACH STUD (FACE GRAIN HORIZ). APPLY PLYWOOD TIGHT @ EDGES 10 GAGE CABLE. MIN 1,000 LB BREAKING STRENGTH. (1) @ EACH EDGE (TYP) (_3"� SIDE SPEAKER SEISMIC BRACING DETAIL �S_0�-5 N.T.S. 8 19 110 Ili 112 113 114 115 116 117 118 119 1 20 SECTION 1/2" WASHER HEAVY 1/2" DIA NUT STEEL FRAME MEMBER 1/2"WASHER JAM NUT (3) MIN THREAD PROTRUSION. AFTER INSTALLATION, INTENTIONALLY DAMAGE THREADS TO PREVENT LOOSENING. EXISTING WALL ASSEMBLY(F.V.) P1000 UNISTRUT BRACES UNISTRUTP1000 ATTACHED TO PLYWOOD w/ (5) 1/4" x 1 1/2" SIMPSON SDS HEAVY DUTYSCREWS (ESR-2236) UNIUSTRUTP1000 ATTACHED TO SPEAKER FRAME w1#10 TEK SCREWS @ 6" D.C. RECEIVED CITY Or TUKWILA OCT 2 a 2019 PERMIT CENTER Ca CO (D r- _'4 to 0 E_ to -�g 2 cc 0 cv 0 cq LO Q) C (D 0 to C: M ammm 03 A cc a) 0 C5 < Southcenter 16 Auditorium #1 Renovation 3600 Southeenter Mall Tukwd a, WA 98188 AMC Entertainment 11500 Ash Street Leawood, Kansas 66211 888.262.4386 Copyright Q 2019 American Witi-Cmerna Inc. ISSUED FOR: 50% Review 3 October 2019 Final OC 16 October 2019 Permit 23 October 2019 MREVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila 4 1 5 1 6 Project Number; 2019.344 @ Copyright 2019 F I F 3 N i I R G F - E a C 1W 1 12 1 3 14 15 16 7 18 19 1 10 1 11 1 12 13 114 1 15 1 16 1 17 118 1 19 120 121 1 22 123 124 ALL WALL MOUNTED (3) 1/4- DIA DEWALT TOGGLE BOLTS NOTES: HANDRAILS TO TU LOCATED @120 DEG. PATTERN BACK TO WALL AT I . REFER TO ARCHITECTURAL DRAWINGS FOR BARRIER RAIL LOCATIONS. 1 1/2" STEEL PIPE HANDRAIL TERMINATIONS RE: ARCH FOR FINISH BLOCKING & TRIM PER ARCH 2. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED.. AS REQUIRED, PROVIDE NEW TO MATCH EXISTING. (1 114!' OR 1 1/2' DIA NOMINAL STEEL OF 50 LBS PER LINEAR FOOT AND A SINGLE CONCENTRATED LOAD OF 200 PIPE TO MATCH THEATRE LSS(NOT CONCURRENTLY), APPLIED IN ANY DIRECTION AT THE TOP AND STEEL TUBE BARRIER I STANDARD), PAINT TO TRANSFER THIS LOAD THROUGH THE SUPPORTSTO THE STRUCTURE. RAIL UPRIGHT — — — — — — — — — — — — — ---- — — — — RAIL ESCUTCHEON PLATE & ATTACHMENTS OVER — — — — — — — — — — STEEL TUBE BARRIER RAIL CARPET PER ARCH — PLAN VIEW 148- MAX. CENTER TO CENTER NOTE: UPRIGHT HSS 1.660 x 0.140 MIN @ 4'-0- O.C, MAX. BARRIER METALSTUDS RAIL FINISH PER ARCH PLI/4" STEEL BASE PLATE SECURED TO C NCRETE PER OTHER DETAILS ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL 6L RAIL CL BASE PLATE (TY 6L RAIL CL BASE PLATE HER P) BELOW PEF Z OT I DETAILS BE DESIGNED TO RESIST A LOAD OF TYP 50 POUNDS PER LINEAR FOOT AND PL114N6 "xO'-6" I EXIST SLAB -ON -DECK A SINGLE CONCENTRATED LOAD OF PLAT (TYP) 200 LBS. (NOT CONCURRENTLY), s EXISTING (3) MIN LAYERS GYPSUM BOARD WALL TO REMAIN. IF LESS APPLIED IN ANY DIRECTION AT THE izz (D THAN (3) PROVIDE BLOCKING @ HANDRAIL ATTACHMENT LOCATIONS SOLIDBLOCKING TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE r u: IQ" AS REQUIRED, PROVIDE NEW RAIL SYSTEM N @ HANDRAIL . ........... �3 STRUCTURE. uU (4) 3/8- DIA HILTI KWIK BOLT A z ,o COMPONENTS TO MATCH EXISTING. (1 1/4- OR 1 ATTACHMENT LOCATIONS u� 00 EL TZ HOT DIPPED GALVANIZED EXPANSION ANCHORS w/ 2" 1�2" DIAMETER NOMINAL STEEL PIPE TO MATCH EMBED (ESR-1917) (TYP) THEATRE STANDARD), PAINT mc—n A -A (10 z 0 0 0 0 eL Z T� NOTE: 0 Z 1 0 0 STEEL TUBE BARRIER RAIL 14" UPRIGHT 3/4� 314!U ALL HANDRAILS (WALL AND FLOOR MOUNTED) AND GUARDRAILS SHALL BE DESIGNED TO 0 0 RESIST A LOAD OF 50 POUNDS PER LINEAR (3) 1/4" x 2" COUNTERSUNK FOOT AND A SINGLE CONCENTRATED LOAD OF 200 LBS. (NOT CONCURRENTLY), APPLIED WOOD SCREWS LOCATED @ 120 DEG PA17ERN SECTION CENTERED VERSION OFFSET VERSION DETAIL A -A (3) 114- DIA DEWALT TOGGLE BOLTS IN ANY DIRECTION AT THE TOP AND TO LOCATED @120 DEG. PATTERN TRANSFER THIS LOAD THROUGH THE SECTION SUPPORTS TO THE STRUCTURE. (T� WALL MOUNT HANDRAIL DETAIL 2 HANDRAIL@ NEW PARTITION WALL DETAIL 3 FLOOR BARRIER ATTACHMENT @ EXISTING CONCRETE ��6 N.T.S. ��6 N.T�S. S0�6) N.T.S. NOTES: EXISTING 3" NORMAL WEIGHT CONCRETE 1 . CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF EQUIPMENT w/ ARCH/ MEP OVER 3-xl 8GA DECK (F.V.) PRIOR TO INSTALLATION. EXISTING 3" NORMAL WEIGHT CONCRETE OVER 3N18GA DECK (F.V.) 2. THE UNIT WT FOR THIS DETAIL IS SHOWN BELOW. IF THE EQUIPMENT RECEIVED EXCEEDS THE WEIGHT SHOWN THE INSTALLER & GENERAL CONTRACTOR SHALL 5'- 4" NOTIFY THE ARCHITECT & E.O.R. PRIOR TO INSTALLATION. EXISTING 3* NORMAL WEIGHT CONCRETE 3. ANCHORAGE DESIGN INCLUDES A 2.6 OVERSTRENGTH FACTOR. OVER 3-x18GA DECK (F.V.) 4. ALL HILTI HUS-EZ ANCHORS MUST HAVE 3" MIN SPACING BETWEEN ANCHORS. 2'- 3 1 /Z' 2'- 5 1/2" (2) AUDIO/ LASER LASER PROJECTOR (2) STACKED RACKS PER MEP PER MEP CHILLERS PER MEP (MAX WT 695 LBS EA) (MAX WT 2,035 LBS) (MAX WT 508 LBS) (3) 318" DIA HILT] HUS- — (4) 3/8" DIA HILTI HUS- (1) 3/87DIA HILTI HUS- EZSCREZANC 0 EZ SCREW ANCHOR EZSCREWANCHOR ESR3021 1 IINIRN ESR3027 wl 1518" MIN ESR3027 wl 15/8" MIN EMBEDMENT@ EA EMBEDMENT@ EA EMBEDMENT@ EA CORNER MIN CORNER MIN CORNER MIN SEISMIC BRACKET 71 > V- 8" MIN PER RACK MIN 2'-2" MIN 2-2" MIN u: MANUFACTURER (TYP) (TYP) (TPJ (TYP) FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW CK) SEISMIC ANCHORAGE @ PROJECTION EQUIPMENT DETAILS ��6 N.T.S. RECEIVED CITY OF TUKWILA OCT 2 8 2019 9,4- PERMIT CENTER r5 -� NOT USED r6 NOT USED (7 NOT USED ' r8 � NOT USED SO.6 SO.6 �SOB) A 1 12 13 14 1 5 1 6 7 18 1 9 110 Ill 112 13 114 115 116 117 118 19 1 .0 121 1 22 123 124 E 0 q to as J 2 0 cu'), co 4D Q ow CM C: t5 (.5 MW t 20 Co < RE -VIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION Project Number: 2019.344 @ Copyright 2019 H6.9 H6.1 1 8- F DI Z / / EXACT RISER ELEVATIONS AND DIMENSIONS. CONSTRUCTION. C 3. IF WEIGHT OF NEW PROJECTION BOOTH EQUIPMENT RECEIVED EXCEEDS THE WEIGHT — — — — — APPROXIMATE EXTENTS OF REQUIRED SPECIFIED IN THESE DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT EXISTING BUILT-UP RISER DEMOLITION. AND E.O.R. PRIOR TO INSTALLATION. COORDINATE FINAL EXTENTS w/ ARCH 4. STRUCTURAL COMPONENTS OF THE EXISTING SHELL BUILDING STRUCTURE ARE NOT DRAWINGS. REFER TO SECTION 1133.2 AND KNOWN. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST FIELD VERIFY, DOCUMENT 21S3.2 FOR ADDITIONAL CLARIFICATION, AND PROVIDE DETAILS OF THE AS -BUILT CONDITIONS TO THE STRUCTURAL ENGINEER RECEIVED FOR EVALUATION. DO NOT INSTALL NEW CONSTRUCTION BEARING ON EXISTING SHELL CITY OF TUKWILA B BUILDING STRUCTURAL COMPONENTS (SLA"N-DECK, ROOFIFLOOR FRAMING AT SPEAKER ATTACHMENT, ETC.) SHOWN IN THESE DOCUMENTS UNTIL THE EXISTING STRUCTURE HAS BEEN EVALUATED AND APPROVED BY THE STRUCTURAL ENGINEER. OCT 2 8 2019 b 1 0 PEPMIT CENTER AUDIT - ORIUM FRAMING PLAN (AUD #1) NORTH Al \��1/4�-= V-0" �> I 1 2 14 1 5 1 6 1 7 1 8 1 9 110 Ili 112 113 114 115 116 117 118 119 1 20 121 1 22 123 124 t2 E 0 Ca Co a) ED C) AS 2 INMEM 0 Cy CR —C6 Lo a) 4 C CON 0 22, .2 C3 cc El 'a 5 (5 .2 fa Southcenter 16 Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood ' Kansas 66211 888262.4386 Copyright 0 2019 American WIti-Cinerna Inc. ISSUED FOR: 50% Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION � � � - --------- ------ | --------------- PLAN NOTES: BEAM SIZE JOIST SIZE 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT AND E.O.R. IMMEDIATELY OF ANY DISCREPENCIES. EXISTW16x26 EXIST 16KCS9_ C 2. EXISTING ROOFTOP MECHANICAL UNITS NOT SHOWN. 3. CONTRACTOR SHALL VERIFY ALL MECHANICAL EQUIPMENT CLEARANCES ARE MET PRIOR TO INSTALLATION. CITY OF TUKWILA B BEAM LEGEND JOIST LEGEND OCT 2 8 2019 PERMIT CENTER PARTIAL ROOF FRAMING PLANJAU �#1 Sr^nthcenfer 16 �e��m~ �1 Auditorium rr ^ Renovation nsunSommmmoe,Mail Tukwila, wwoo1oa AMC Entertainment 11mmAsh Street Leawood, Kansas mm11 888.262^386 Cop0ghtm201uAmeri=mifi-Ci~em"Inc. ISSUED FOR: 50%nev*° oOctober umo Final QC `oOctober mmo Permit 2oOctober mmo NEW IMAX PROJECTOR AX WEIG FINAL LOCATION TO BE COORDINATED w/ ARCH / MEP DRAWINGS. PROVIDE SEISMIC ANCHORAGE PER TYPICAL DETAJL41S0.6 (M HT = 2,053 LBS) EXISTING AUDITORIUM CEILING TO REMAIN PER ARCH (TYP) EXISTING SCREEN AND FRAME TO REMAIN EXISTING PROJECTION BOOTH WALL NEW PROJECTION PORT FRAMING PER TYPICAL DETAILS PROJECTION LEV ELEV PER PI NEW FLOOR MOUNTED X/ BARRIER RAIL 7-77 /X EXISTING CONDITION S3.2 APPROXIMATE EXTENTS OF REQUIRED EXISTING 2 NEW CONDITION BUILT-UP RISER DEMOLITION. COORDINATE FINAL EXTENTS w/ ARCH DRAWINGS. REFER TO SECTION //z/X/x I/S3.2 AND 21S3.2 FOR ADDITIONAL CLARIFICATION. LIGHT GAGE MEMBERS SHALL BE INSTALLED PLUMB & VERTICAL CrYP) r'--7/ —7 X KUGTURE x N FLOOR MOUNTED BARRIER IN' 51 X RAIL PER ARCH. ATTACH PER - — - - — - — - — - — - — - — - SHOWN HATCHED-//,./ TYPICAL DETAILS (TYP) EXISTING SLAB. /X -DECK (F,V.) LOE ON Aff'\ ELEV I -1 77 AUDITORIUM FLOOR 0 ELEV PER �PLAN L- — - — - — - — - — - — - — - — - — - — - J SECTION 0 RISERS 1/4!'= 1 '-0" DI 31 L\ 'A A r RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER LOBBY LEV L �N ELEV PER PLAA� AUDITORIUM FLOOR _�9 N ELEV PER PLA K2 \SECTION (.)-STAIRS ��i 1/4" = V-9- 110 Ili 1 12 1 13 114 115 116 117 118 119 120 121 122 123 124 2 E Q) C: 0 Of = U L) 2 t CD r_ CD 0 C\J Cq a) �,r a (0 CD,a 0 CM C: mmmm MW U) VO �ct r a) 0 2 r- ISSUED FOR: 50% Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION I .---i Project Number: 2019,344 (g) Copyright 2019 E (n E 0 -------------------------------------------- U-CHANN L K1UWNU V�K I TPICAL DETAILS EXIST BUILT-UP SLAB -ON -DECK ON METAL STUD FRAMING TO BE REMOVED APPROXIMATE EXTENTS OF CLOSURE ANGLE AT PERIMETER OF REQUIRED EXISTING BUILT-UP RISER PLYVVOODPER5/S0.3 DEMOLITION. COORDINATE FINAL �&VRISER APPROXIMATE EXTENTS OF REQUIRED EXISTING EXTENTS w/ ARCH DRAWINGS IWE BUILT-UP RISER DEMOLITION. COORDINATE FINAL EXTENTS wl ARCH DRAWINGS RISER FRAMING PER FLOOR MOUNTED BARRIER TYPICAL DETAILS (TYP) rh T.O. EXIST RAIL PER ARCH. ATTACH PER TYPICAL DETAILS (rYP) RISER ELEV r— — — CD 0 0' T RISER — — — — - - - - - - - - - - - - E %:7RISER ELEV CD C) Q) Q� k'0 E d, XST S�— — — — — — — — R ELEV r DO NOT DAMAGE LAB 0. �EEXIST STRUCTURE /"MEXIST SLAB S //T ELEV WELEV SHOWN HATCHED ST j %EV r 177'�L-777 CONTRACTOR SHALL FIELD VERIFY EXISTING 5" SLAB ON 3"DECK REMAINS AS SHOWN Al EXISTING BEAM BELOW EXISTING BEAM BELOW TO REMAIN ((TYP) L TO REMAIN (TYP) (3�) SECTION (a) EXISTING CONDITION SECTION 0 NEW CONDITION \,,�2 3/4" V-101" 3/4" V-0" BLOCKING & TRIM PER ARCH BLOCKING & TRIM PER ARCH 362S162-43 METAL STUDS @ 16" 0 ' C w/362TI60-43 CONTT&BTRACKS, 362S162-43 METAL STUDS @ 16" 0 ' C ATTACH PER TYPICAL DETAILS (TYP) w/362TI50-43 CONTT&BTRACKS, ATTACH PER TYPICAL DETAILS (TYP) SIMPSON STRONG -TIE MTSM16 STRAP @ EA STUD. WRAP MTSM STRAP AROUND FRONT OF STUD SIMPSON STRONG -TIE MTSM16 AS REQ'D, ATTACH TO STUD w/ (4) # STRAP @ EA STUD. WRAP MTSM 10 TEK SELF -DRILLING SCREWS & RISER & STAIR FRAMING STRAP AROUND FRONT OF STUD TO CONCRETE W1 (2) HILTI X-U PER TYPICAL DETAILS 0 RISER AS REQ'D ATTACH TO STUD wl (4) # FASTENERS w/ I" EMBEDMENT V Q! WE 10 TEK 6ELF-DRILLING SCREWS & TO CONCRETE W1 (2) HILTI X-U FASTENERS w/ 1"EMBEDMENT CLOSURE ANGLE AT PERIMETER 0 OF PLYWOOD PER 6/sO.3 r&T��ST (rYp) 0 E 'ST J V,/RISER ISff -Y VR R 7 77--/ T -Y 5 ;eELEV /'&T.O. RISER 'qUELEV T.O. EXJST ek&EXIST Q%ISER IS 0 R X B------ EXISTING STRUCTURE ST S' I _V 17-77-7-747 -77--7' 7 QrELE 7 71 7 7 / SHOWN HATCHED 3'� SECTION (a) STAIRS ��-2 3/4" = V-0" 71 EXISTING STRUCTURE SHOWN HATCHED SECTION (a) GUARD WALL �.2 3/4" = V-101" SECTION (& BUILD -OUT 3/4" = 1 '-0" BLOCKING & TRIM PER ARCH E SIMPSON STRONG -TIE MTSM16 362S162-43 METAL STUDS @ 12" D.C. STRAP @ EA STUD. WRAP MTSM 362SI62-43 METAL STUDS @ 12- 0 C CKING &TRIM PER ARCH w/ 362TI 50-43 CONT T&B TRACKS, w/362TI50-33 CONTT&BTRACK'S,' STRAP AROUND FRONT OF STUD ATTACH PER TYPICAL DETAILS (TYP) AS REQ'D ATTACH TO STUD W/ (4) # ATTACH PER TYPICAL DETAILS (rYP) 10 TEK ki-F-DRILLING SCREWS & PROVIDE BUILT-UP DOUBLE STUD TO CONCRETE wl (2) HILTI X-U COL @ END OF WALL FASTENERS W1 VEMBEDMENT 0 uj STIFFCLIP CL362-68 BY THE STEEL T.O. EXIST DRILLING SCREWS @ EA STUD STAIR 7 STIFFCLIP CL362-68 BY THE STEEL NETWORK wl (4) #12 TEK SELF - NETWORK w/ (4) #12 TEK SELF- DRILLING SCREW,' 0. EXIST SLAB %,)RlSER__ eTELEV EXISTING SHOWN EXISTING SLA-0—DECK HATCHED 1/2"DIA HILT[ HAS ROD W/ HILTI HIT-HY200 SHOWN HATCHED (F.V.) 1/Z'DIA HILTI HAS ROD W/ HILTI HIT-HY 200 ADHESIVE (ESR-3187) PER ADHESIVE (ESR-3187) PER RECEIVED MANUFACTUREFVS RECOMMENDATIONS, MANUFACTURER'S RECOMMENDATIONS, CITY OF TUKWILA 2 3/4" EMBED 2 33" EMBED B OCT 2 8 2019 0 PERMIT CENTER SECTIONQS�L 7'� SECTION 0 GUARD WALL 8'� NOT USED 9 NOT USED 3/4" = I �-O" ��2 3/4" = J'_0" KS32T ',,��2 1 1 2 1 3 14 1 5 16 7 18 1 9 110 Ili 112 13 114 115 116 117 118 4n 1 20 121 122 1 23 124 E ca 0 Co C Im �9 .0 2 U) 0 r_ 0 0 C'j Cq Co a) C 0),C: .2 ommas U) ISSUED FOR: 50% Review 3 October 2019 Final QC 16 October 2019 Permit 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION NZ-31012=019 Dram By SMWS Checked By JLK SECTIONS & DETAILS S3m2- Project Number: 2019.344 (9) Copyright 2019 2 1 3 14 0 1 U I lu I it 1 14 1 [a 1 14 1 lu 1. I " I - I - I - I - I - I - I - L_ An in H G F E - D G B - A - 1 11 --- I 21 �� I , PIPING """ �� I , ______0 ELBOW UP I 0 ELBOW DOM ?, z� �, � TEE UP ", I I - a TEE Dom � PIPE REDUCER I - PLUMBING 1""' � , I I , 1� - WASTE LINE -ABOVE GRADE 11 � , � _6W- GREASE WASTE LINE -ABOVE GRADE �, I < - - - WASTE LINE-BELOH GRADE 11 � , - - - - - VENT LINE � __ DOMESTIC GOLD WATER �j �, 11 -.-- DOMESTIC, HOT WATER � , -T- DOMESTIC TEMPERED HOT WATER - I I I ____ DOMESTIC HOT WATER REGIRG. - , _140- 140 DEGREE DOMESTIC HOT WATER " � , 1, I LIGHTING "I 1, (DO , � Will KA5HER Lir,HTiN(5 FIXTURE, ARROW � , ` I 11 INDICATES DIRECTION I I = 11 I FLUORESCENT FIXTURE AND TYPE "I" = I" EMERGENCY LIGHT FIX11RE """ � 129 I � I NIGHT LIGHT FIXTURE 11 1 Aaaaaces, "I - LIC44T FIXTURE AND TYPE 11� , Ae LIGHT FIXTURE AND TYPE 'I, I I A _0 � 1, EMERGENCY L16HT FIXTURE AID TYPE �,' , , - 9 ____ 11, HALL MOUNTED FIXTURE I 11 _�___ �'l HALL SCONCE �1'1 " ___, C3 -, __ __ 11 , 11 HALL MOUNTED FIXTURE 1 I �,� 0 EXIT LIGHT r,Lr,. MNTO. (56L. FACE) _� ` , 1� hO EXIT LIGHT CL6. MNITIX (DEL. FAGE) ��,, 1P I , EXIT LIGHT HALL MNTV. (5&L. FACE) I" I* 1 EX1T/B-ER6ENGY LIGHT � 4C:� EMERGENCY LIGHT -A- I LOW VOLTAGE A15LE LIGHTING ,, WIRING I 1-1 11 DEVICES & OUTLETS " " d) � 5IMPLEX RECEPTACLE �', I 0 � , DUPLEX RECEPrAGI F 11 � I '� 6 ' , 6IRGIM FAULT INTERRUPTER "', , " S' � , I�EATHERPROOF GROUND FAULT I I , , ", , , INTERRUPTER DUPLEX RECEPTAGI E I , I 4 , I I GUAD RECEPTACLE 11 I 11 � 6 , I HEAVY PUT( RECEPTACLE-NEMA TYPE � � AS NOTED , 11 H M 11 FLOOR MOUNTED DEVICE "I , I @ * I GEILIN6 MOUNTED DEVICE ", T S 150LATFO GROUND DUPLEX RECEPTACLE � � * , 150LATED GROUND GLAD RECEPTACLE , � I I w V HALL MOUNTED PHONE �, , I 6' v' "I " CENTER or DEVICE AT 48- A.F.F. �, I � ., V , DATA OUTLET � V " I TELEPHOW,VATA OUTLET , I - I 11 CA13LE T.V. OUTLET "I , ,��- � , CABLE TRAY � I 15-9-W-11, 1 SURFACE RAGB1,IAY � S � 5NITCH, 5P5T U.N.O. , s2 i SWITCH, DP5T I sF FU5E5TAT 11 S3 3-HAY 5NITCH � � S4 "I 4-WAY SWITCH 'I, so I . , DIMMER SWITCH ; SJ JAMB SWITCH ,�, I , SM � , I MOTOR RATED SWITCH z N, !PP I SWITCH WITH WEATHERPROOF COVER 1� ", sK KEYE05HITGH I � , r_1 ; , TWE SWITCH , I 11 �, El , FU5H 13MON 11,1-1, , 0 " �� PHOTOGFI I SWITCH 11 (a) I MOTION 5EN50R , , , " " iq , , , ROOM CONTROLLER " , " " E9 . � PLUry LOAD CONTROLLER ", , , , , " �'ll",���l-l.--,��,�'ll,�,�.111,�,�-1"1 U I , I � _ DUCTWORK , , I , - "I IT'fu\ EQUIPMENT TYPE AND w-eEp "I � , . 1W PUMP I , Z, r=r� LINEAR SLOT DIFFUSER 11 I I ,I _--�,, FLEXIBLE DUCT � I" 111 NEGATIVE PRE59JRE AIR DUCT UP I , NEGATIVE PRESSURE AIR DUCT DOWN � I I , , PL-61TIVE PRE59JRE AIR DUCT UP ,� I , 1 , - POSITIVE PRESSURE AIR DUCT DOM 1'� , ___ ,I I W�r_, DUCT R15E OR DROP IN THE DIRECTION �� _______� OF ARFLON ,I I I 11 5MApE To ROUND TRANSITION , `� ROUND DUCT UP, DOM �\� , � 1, "I I I ELBOW WITH TURNING VANES "I I 11 , - FLEXIBLE CONNECTION 1111, , �, ._J MANUAL BALANCE DAMPER �� , 11, =.a MOTORIZED CONTROL DAMPER "I " � 11 =el FIRE DAMPER "i" , 1\ , al SMOKE DAMPER , ,� 11 I � , �� FIRFJ5MOKE DAMPER � f , , 111 I , 5PIN-IN BRANCH DUCT CONNECTOR - I WITH DAMPER IF SHOWN �, 1�1, t3 HIGH EFFIGIENe,Y BRANCH DUCT CONNECTOR- , 11 I 11 WITH DAMPER IF SHOWN 11 I I " SUPPLY AIR DIFFUSER "I �] " DUCT MOUNTED 6RILLEMALL &RII I F "', � J, , RETURN GRILLE I E 1, NOISE REDUCING RETURN AIR TRANSFER Z r-111-1 ,, SUPPLY DIFFUSER - THREE -HAY THROW �'�' I n 11 , , I DIFFUSER GRILLE, OR REC715TER TYPE I (� _-� 1� I 11 , , too - CFM I 6. 11 _-� CONNECTION 51ZE 11 - . POWER EQUIPMENT �`, - I Mg-M 3 ELECTRICAL DISTRIBUTION PANEL, I'll SWITCHBOARD, OR MOTOR CONTROL � , cm- , PANEL 130APP �11, I I _ d__ I I � LOAD CENTER �, ` FBI 1, METER 1 �','� �, m ` J_BOX , ! 1 J0 I MOTOR "i D -, 015CONNECT51,41TC14 1, I , I � ,----�, � , HOME RJJN �" , ,-----, I CONCEALED CONDUIT " , 1, - - , , � "I CONDUIT BELOW 5LA13 1�1' , ,-4-, ; ONE HOT ONE NEUTRAL, AND ONE CROW ,,', � IN GONG�� CONDUIT (#12 In 1/2' C. U.N.OJ ,,,-,, , I EXP05ED CONDUIT 19 11 I . 1, CONDUIT TURNING POHN I I'll " CONDUIT TURNING UP I, 11 I I - � ,� , SHARED HOME RUN I'll , I- FIRE ALARM �11 i FWA 11 , FIRE ALARM CONTROL PANEL I 11 ` rF_AA1 , ", ANNUNGIATOR PANEL ,I �, rF_A_1 , FIRE ALARM POVIEP EXTENDER 1.11 � El � PULL STATION �1, Ell , I SMOKE DETECTOR " ` 10 I HEAT/THERMAL DETECTOR �� " -to " DUCT SMOKE DETECTOR , , " - � 1, fil � MAGNETIC DOOR HOLD �, � I P I "I FIRE ALARM DEVIGE �, , , 11 13A I 11 FIRE ALARM DEVICE " � I I go I " FIRE ALARM DEVICE ; � D I FIRE ALARM DEVICE I , f 04 FIRE ALARM DEVICE I " 11 � IT �' VALVE TAMPER SWITCH I I I 10 I I FLOW SWITCH 1� � I �� N � I , t -1 1, , 11, TEMPERATURE CONTROLS I �J , _ ,_ SE1,15OWTHERM05TAT � C)AHu-i TEMPERATURE " -1 , SERVING AHU , , , , , " , , , , a HUMIDITY SENSoR/HUMIPI5TAT , , 9 1 'A I A I s 1 6 1 i .11:31 I rt IrArt , ". I - � i,11ATT111111''t , F11, � I A A� (GOMPRE55EV) A16 MRANAITIONIN6 AF AMPERE FL15E AF6 A13OVE FINISHED CEILING AIFEA AREA FOR EVACUATION A5515TANI-E AFF AE30VE FIN15HED FLOOR AFC, ABOVE FINISHED GRADE AHU AIR HANDL N6, UNIT AIG AMPERE INTERRUPTING GURPENT AL ALUMINUM AM AIR PRESSURE DROP AT5 AUTOMA116 TRANSFER 5NITCH AV ACID VENT AN ACID WASTE AHC, AMERICAN HIRE GAUGE BGU BLOWER COIL UNIT BFP BACKIFLOW PREVENTER BW BRAKE HORSEPOWER BFF BELOW FIN15HED FLOOR BOD E30TTOM OF DUCT 130P BOTTOM OF PIPE B05 BOTTOM OF STRUCTURE BTUH BRIT15H THERMAL UNITS PER HOUR G CONDUIT GT GURREW TRANSFORMER CATV CABLE TELEVISION SYSTEM CAV CONSTANT AIR VOLUME CIGTV GL05M CIRCUIT TELEV15ION CID CONDENSATE DRAIN GF61 GONTRAGTOR FURN151-ED, CONTRACTOR INSTALLED GFH CUBIG FEET PER HOUR GFM CUBIG FEET PER MINUTE 614 CHILLER CIO GLEANOUT, CARBON MONOXIDE 602 CAR13ON DIOXIDE GT COOLING TOWER CTR COOLING TOWER RETURN GTE COOLING TOVER SUPPLY r1U GOPPER, CONDEN511,16 UNIT GUH GAE31NET UNIT HEATER CH COLD HATER CHR CHILLED WATER RETURN CKS CHILLED WATER SUPPLY 0 MAIN DDG DIRECT DIGITAL CONTROL DFU DRAINAGE FIXTURE UNITS ON Dom DPVT DOUBLE -POLE, VOUBLE-THROH DP5T DOUBLE -POLE, 511,16LE-THROW DX DIRECT EXPANSION EAT ENTERING AIR TEMPERATURE EIG ELECTRICAL CONTRACTOR EDI3 ENTERING, DRY HULB EF EXHAUST FAN Ei EXPAN51ON JOINT E5FR EARLY 5UPPRE55ION FAST RESPONSE ESP EXTERNAL STATIC PRESSURE ETR EXISTING TO REMAIN E1`6 ENTERING PET BULB EW, ELECTRIC, WATER COOLER FAA FIRE ALARM ANNUNCIATOR FACP FIRE ALARM CONTROL PANEL FBO RRN15HED BY OTHERS FCO FLOOR CLEANOUT FCU FAN COOL UNIT ED FIRE DAMPER, FLOOR DRAIN FF FIN15HED FLOOR F6GO FINISHED GRADE CLEANOUT FL FLOW LINE FLA FULL LOAD AMPS F/C FIRE PROTECTION CONTRACTOR FFM FEET PER MINUTE FTU FAN TERMINAL UNIT FVNR FULL VOLTAGE, NON-REVER505 6 NATURAL GAS GIG GENERAL CONTRACTOR 6FI GROUND FAULT INTERRUPTER 6ND GROUND 6PEI GALLONS PER 14OUR 6PM GALLONS PER MINUTE 6W 6REA-5E WASTE Fa H05E BIBB WIR HOT/CHILLED WATER RETURN W-5 HOT/CHILLED WATER SUPPLY R9 HEAD, HUB DRAIN HOA HAND-OFF-AUTOMATIG HP HEAT PUMP HPG HIGH PRE59JRE CONDENSATE HPIR HEAT PUMP RETURN HP5 HEAT PUMP SUPPLY, H16H PRE55URE STEAM, HIGH PRE55URE 50DIUM H5TAT HUMID15TAT EI HEATING HTR HEATER HWR HOT WATER RETURN HH5 HOT WATER SUPPLY 10 INSIDE DIAMETER IE INVERT ELEVATION 16 ISOLATED GROUND IN. ING INCHES OF WATER COLUMN ING. INCANDESCENT kLmll 1000 CIRCULAR MIL5 KV KILOVOLT KVA KILOVOLT-AMP5 KVAR KILOVOLT -AMPS REACTIVE KIN KILOWATT KWH KILOWATT-HOUR L LAVATORY LAT LEAVING AIR TEMPERATURE LDI3 LEAVING DRY BULB LF LINEAR FEET LP LOW PRESSURE LPG LOW PRE59RE STEAM GON9EN5ATE LPG LIGUIFIED PETROLEUM GAS (PROPANE) LIPS LOW PRE55URE STEAM LRA LOOKED ROTOR AMPS LH5 LEAVING NET 13ULB LINT LEAVING WATER TEMPERATURE MBH 1000 BTU PEP HOUR MIG I-ECHA141CAL GONTRAGTOR MCA MINIMUM GIRCUIT AMPACITY MGG MOTOR CONTROL CENTER MCM 1000 CIRCULAR MIL5 MD MOTORIZED DAMPER MOP MAIN DISTRIBUTION PANEL MFR MANUFACTURER MH MANHOLE/METAL HALIDE MLO MAIN LUGS ONLY MPG MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM M5 MOTOR STARTER M55 MAIN SWITCHBOARD MTO MOUNTED MAU MAKE-UP AIR UNIT N NITROGEN WA NOT APPLICABLE NC N015E CRITERIA NFWH NON -FREEZE HALL HYDRANT NIC NOT IN GONTRALT NO NITROUS OXIDE N/0 NIC NORMALLY OPEN, NORMALLY CL05ED 0 OXY'GEN OA OUTSIDE AIR or, ON CENTER 01? OUTSIDE DIAMETER OFGI OWNER FURNISHED, CONTRACTOR IN5TALU ORD OVERFLOW ROOF DRAIN PA PIPE ANCHOR POW PRIMARY GHII I r- WATER RETURN PrIk'15 PRIMARY GHILLEV WATER SUPPLY PGR PUMPED CONDENSATE RETURN P? PRE55URE DROP (FEET OF WATER) PH PHASE PHHR PRIMARY HEATING WATER RETURN PHN5 PRIMARY HEATING WATER SUPPLY PRIL PANEL PRV PRE59JRE REDUCING VALVE P5 PULSE START P51 POUNDS PER 5WARE INCH P51A POUNDS PER 5WARE IhGHA%0j_UTE P516 POUNDS PER 5WARE INCH-6AUr.E FIT POTENTIAL TRANSFORMER OTY QUANTITY R REFRIGERANT RA RETURN AIR POP REINFORCED CONCRETE PIPE RD ROOF DRAIN REV REV15ION RF RETURN FAN RH RELATIVE RHII?IT'( RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT 5 SINK, STEAM 5A SUPPLY AIR SAN SANITARY 5EI^ER 5CHR SECONDARY CHILLED WATER RETURN SGW5 SECONDARY CHILLED WATER SUPPLY SID SMOKE DAMPER, STORM DRAIN 5F SUPPLY FAN SEIM SECONDARY HEATINC7 HATER RETURN 5HN5 SECONDART' HEATING, WATER SUPPLY 5P5T 5IN&LE-POLE 511,16LE-THROA SIP STATIC PRE55URE SOFT 50ARE FOOT15GUARE FEET 5/5 START/STOP 55 SERVICE SINK, 5TAINLES55TEEL 5T STORM DRAIN SCM TRAP, STEAM TRAP 5TG 50M iKAN4oliI55ION CLA56 STM STEAM 5H SOFT WATER SWBD SWITCHBOARD T TEMPERED WATER T6 TEMPERATURE 6AU5E TPH TOTAL DYNAMIC HEAD T5P TOTAL STATIC PRE59JRE TSTAT THERM05TAT TL THISTLOGK TU TERMINAL UNIT UF UNDER FLOOR U6 UNDER GROUND UH UNIT 14EATER UL UNDERWRITER-5 LABORATORIES, ING. UNO UNLE55 NOTED OTHERWISE UPS UNINTEPRUPT113LE POIAIER SUPPLY V VACUUM VAG VOLTS ALTERNATING GURRENT VAV VARIABLE AIR VOLUME VrIF VITRIFIED CLAY PIPE 'IV VOLUME- VAI.� VFD VARIABLE FRESiUENGY DRIVE VTR VENT THROU6H ROOF H WATER SERVICE, KATT5 11113 VIET BULIB INGO HALL CLEANOUT ING WATER COL", WATER CLO5Er HH HALL HYDRANT I`4PD WATER PRE59JRE DROP HP WEATHERPROOF HT WATERTIGHT, PE16HT XFMR TRANSFORMER XP EXPLO51ON-PROOF - ", 11 - - HEAVY LIN&EI614T INDICATES I NEH Y40RK , _t _50 CONNECT NEN TO EXISTING 1�,,, R=t LIGHT AND 5'-REENED LINIE-11EIGHT , 1113 "I INDICATES EX15TINC-TO-REMAIN � �, � DARK AND DASHED LINEWE16HT 7- INDICATES DEMOLITION K-EN SHOM i L�_ ON DEMOLITION PLAN OR NOTED 1 _�6_ POINT OF DISCONNECT FROM EXISTING @ CONSTRUCTION NOTE I A2 REVISION NUVIBEP '11, - y ^'" SECTION CUT THROUGH DRANINC, � AREA OF ENLARGEMENT I I , � [ __ __ 1_�; � �-I� PLAN NUMBER " 11 kt�_V� 94EET INHERE ENLARGED PLAN 15 DRAM I � , , " , TH15 15 A MASTER LEGEND. & NOT ALL SYMWL5, ABBREVIATIONS, "I 16L. �. ETC. ARE USED ON THE DRAHIN05. �, I , � 13 114 1 1� GENERAL MEP REQUIREMENTS 28. Provide fire stopping to maintain the fire rating of walls, Room, ceilings, or 17. Provide light fixtures as specified. Material, equipment or services other building component. Fire stopping shall be composed of components necessary to complete the installation of these fixtures, but not specifically 1. Provide all setimic supports, restraints, accessories and options for that am compatible with each other, the substrates forming openings, and mentioned shall be furnished as though specified. equipment as required by code. Code required design of mep sebmic the items, if any, penetrating the fire stopping under conditions of service 18. Lamps shall be provided by the electrical contractor vVith sizes as initiated supports shall be provided by contractor. and application, as demonstrated by the fire stopping manufacturer based on the drawings, Lamps shall be as manufactured by Philips, Sylvania, or 2. The contractors shall become familiar with the work of ail other trades and on testing and field expearience, Firestop, system installation must meet General Electric- Incandescent and halogen lamps shall be mted at 130 shall fully coordinate their work prior to ordering equipment or installation requirements of ASTM E-814, UL Standard 1479 or UL Standard 2079 tested volts. Fluorescent lamps shall match existing color temperature and a of systems. assemblies that provide a fire rating equal to that of construction being nimmumn of CRI of 8S. Metal halide lamps shall be pulse start metal halide 3. The contract includes all labor, material, and equipment required for the penetrated. rated at 4000 K color temperature and a minimum CRI of 62. complete systems as shown and spedfied. Provide all devices and 19. Fluorescent fixtures shall be furnisher with Osram Quicktzonic� or equal, accessories as necessary for complete and working systems. HVAC REQUIREMENTS Octron compatible ballasts. 4. The contractors shall become familiar with the work of all other trades and 20. Emergency fluorescent fixtures shall be provided with battery backup shall fully coordinate their work prior to ordering equipment or installation 1. Provide all equipment as shown or noted on the plans. Provide all ballast to illuminate 1 lamp for 90 minutes at level of 1350 himens, Ballasts 01'systems. accessories, controls, or other items as necessary for complete and shall be cold -weather rated when installed outside the building !mutation. 5. The materials, products and equipment described in these specifications or operating systems. All equipment shall be labeled, beating designation as 21. Property support and align all fixtures and provide all necessary steel on the drawings establish a standard of required function, dimension, shown on the drawings, Labels shall be engraved, white on black laminated shapes for support of the Rctures. Fixtures recessed in ceilings shall be appearance, and quality to be met by any proposed substitution. listing of plasticialates. securely connected to the ceiling. For fixtures weighing less than 56 these manufacturers shall in no way be construed as a device intended to 2. All temporary valves, dampers, disconnects, etc not initiated, but required pounds, provide a minimum of two (2) 12 gauge Mm which am connected limit the bidders to those specifically listed. by phasm& shall be included in the base bid. to the structure above. Fixtures weighing more than 56 pounds shall be 6. Reference to any article, device, product, material, fixture, form or type of 3. Provide canvas connections for all duct systems at fan or unit connections. supported directly from the structure above. construction by name, make, or catalog number, shall be interpreted as 4. All ductwork sizes shown on the drawings represent free area. Adjust 22. Verify all ceiling systems and coordinate fixture type and accessories prior having established a standard of quality and shall not be construed as sheetmetal sizes accordingly to accommodate insulation. to ordering fixtures. Coordinate and cooperate with ceiling installer in firnifingcompletition. ArVdes,fbtwres,emofequalquarrtyby 5. All rectangular outdoorairintake ducts, exhaust ducts, mixed air ducts, regards to the location and installation oflightfianures. manufacturers listed In this specification for the applicable use, shall be return air ducts, boots/transfers� and low pressure supply ducts, shall be 23. All wall mounted fixtures shall be coordinated vft the architectuml acceptable, subject to performance, spatial, structund, and electrical wrapped with Certain -Teed, SoftTauch, type 75,0.75 fact, 3" thick with features of the building. Where specific elevations or dimensions am not constraints ofthe imiject design. The Engineer reserves last opinion as to a K-0.29 based on 75* F mean temperature. liner shall be installed indicated, verify the correct location with the Architect prior to beginning product's equality or superiority to that specified. according to the latest SMACNA duct liner application standard. anywork. 7. Shop drawings shall be submitted in PDF form and for all equipment and & Provide all sheet metal work as specified and indicated on the drawings. All 24. At the time of substantial completion, alto all track lights, flood lights, spot major materials supplied and shall include: manufacturer, model number, duct construction, gauges, methods of construction, and methods for lights� etc per the Architect's direction, Provide all scaffolds, lfft etc as materials, and miscellaneous data as required to describe the equipment; hanging and supporting shall conform to SMACNA '14VAC Duct Construction required. capacity, voltage, phase, ampacity, and other miscellaneous data to Standards' and all applicable codes. 25. Verify and match fault current opacity of all new circult breakers specified quantify the size of the equipment; dimensional drawings showing layout, 7. Low pressure ducts shall conform to SMACNA Tables 1-5 (2' w.g.1 and in existing panels. connection points, and detailed layout of components; electrical full load Tables 1-10 through 1-13. Additional minfiarcing shall be installed where 26, Conduit/EMT amps and minimum circuit arnpachles; and other pertinent information necessary to eliminate excessive movement and vibration. All rectangular a. All home run circuits shall be installed in conduit from the electrical needed for complete review by the engineer. Conspicuously mark on each branch takeoffs In supply ductwork shall be the 45* entry design with a panelboard to the room/area served by the circuit submittal the exact model, fittings, accessories, and devices to be supplied. manual damper. Low pressure round ducts 1W and smaller in diameter b. All home run circuits shall terminate in a homerun junction box located When a schedule is shown on the drawings or in the specifications, provide shall be constructed per SMACNA Table 3-2, 2' w.g. Low pressure round within the room/area served. a copy of that schedule with the subrWinal. Contractor shall check all shop ducts Ir and larger in diameter, and all exposed round ducts, shall be of c. AJI homerunjunction boxes shall be installed in accessible locations. In all drawings to verify that they meet the requirements ofthe drawings; and spiral construction. finished areas of the building, home run junction boxes shall not be specifications before forwarding to the architect and engineer. Ail shop IL Flexible cluctwork is acceptable where indicated in low pressure ductwork installed In visible locations. drawings submitted shall bear the stamp of the contractor to show that and shall be Flexmaster Type LIM, or approved equal, UL-181 Class I air 27. Where MC able is permitted: they have been reviewed in detail. No work shall be Fabricated and no duM insulated, flexible duct with manufacturer's minimum working a. ME cable is permitted downstream of home run junction boxes. equipment ordered until the architect and engineer haw returned pressure rating of 6' W.G. The use of flexible duct run shall be limited to 6� b. MC cable shall be installed in straight horizontal and vertical runs at right acceptable reviewed shop drawings. on any single duct nan. IN57TALL FLEXIBLE DUCT AS STRAIGHT AS POSSIBLE angles to walls, ceilings and floors. No diagonal runs. B. Before project close-out, submit Installation, operating, maintenance WITHOUT SAGGING. MAKE SENDS WITH MAXIMUM RADIUS POSSIBLE. c. MC cable shall be properly secured and supported in walls or from the instructions, and parts lists for equipment provided in PDF fairriat Include 9. Provide double vane We turning vanes in all elbows of rectangular ducts structure above and routed in a not and orderly manner. in the manual a list of service organizations capable of rendering service for except In kitchen hood exhaust d. ME able may be installed concealed in walls. each piece of equipment. Keep in a safe place all keys, wrenches, and other 10. Fire dampers, combination fire/smoke dampers, and smoke dampers shall e. MC able may be used for short whips (intent is 6 feet or less) above specialty tools furnished with equipment Present to owner at project be provided as required per mile and where shown on the drawings. suspended ceiling systems fromijunction boxes to individual fixtures. ME clow-out and receive a receipt showing the owner has received the same. Dampers shall be in full compliance with local miles, Provide access doors able shall be concealed by suspended ailing systems. 9. Locations of equipment, piping, and other work am initiated fiaraccesstodampers f. Where MC able exfts a wall, the junction box shall not be located more diagrammatically on the drawings. Each contractor shall coordinate exact 11. All piping shall be concealed in walls, below floors, or above ceilings unless than 24' from the pointwhere the ME cable exits a wall. Theintentisfar locations subject to structural conditions, work of other contractors, access indicated otherwise or shown runningthrough areas with exposed conduit to be installed in the space above suspended ceilings. requirements, and the approval ofthe architect and engineer. structure. Pipe shall be installed parallel or perpendicular to building g. MC able may be installed Inside millwork and in areas where rigid or EMT 10. Drawings and specifications indicate minimum construction standards, but surfaces. conduit physically cannot be installed. should any work indicated be sub -standard, to any ordinances, laws, codes, 12. Before testing begins, the contractor shall: clean ductwork, coils, fans, etc. 28. Where MC cable Is not allowed: rules, or regulations bearing an work the contractor shall execute work in in the air system to remove all construction dust and debris; provide new a. Do not install ME cable where it is visible, Including all public areas, accordance with such Without Increased cost to the owner, but not until he air fifteri; start, lubricate and balance all fans; lulaicarte all motors and hallways, corridors, overhead in exposed ceiling areas, elecuical rooms and has referred such variances to the engineer. hearings, check belt tension,, check motor rotation; clean all strainers; projection platforms. 11. The contractors shall secure and pay for the necessary permits and verify water has been treated and cleaned; set automatic fill wives for b. Do not install ME cable unsupported or resting on top of a swpended certificates of inspection for their trade. Keep record of all permits and required system pressure; check expansion tanks to determine that they ceiling system. inspections and submit two copies to the engmeer with requeat for final am nut air bound and that the system is completelyfull of water check air C. Do not install ME able on underside of metal roofialeck where roof inspection. vents at high points of systems and cleterrnme if all am installed and fasteners may puncture MC able. 12. This contractor shall warrant that the complete systems installed under this operating freely (automatic type) or bleed air completely (manual type); d. Do not install ME able in wet locations. contract shall be free of defects in workmanship and materials for a period check operation of automatic bypass valves; check and set operating e. Do not install ME cable directly into electrical panelboards. of one (1) year from the date of substantial completion by the arch/owner, temperatures of chillers to design requirements. f. Excess ME cable shall not be coiled up inside walls or ceilings. if defects occur during the one year guarantee period, this contractor shall 13. The contractor shall procure the services of a balancing and testing agency g. Do not install ME able for speaker cables or seat tmnsdumm. ' repair or replace such defects at no expense to the owner and to the which will balance in compliance with the National Environmental h. Do not Install ME cable downstream of auditorium alse lighting satisfaction of the owner and engineer. Balancing Bureau. Air and water flows shall be balanced to within plus or transformers. 13. Provide 3-11r concrete bases for all floor mounted equipment unless minus 10% of design requirements. The final report shall be submitted to 2-9. Fan starters, VFWs, and control devices shall be installed at floor level and shown or noted otherwise. Provide 66 welded wire fabric reinforcing the Engineer for review. Piping systems shall be pressure tested at a be easily serviced without the need of a ladder. minimum or as required by the structural engineer. minimum of twice the expected system opacity or a maximum of the 30. Where pennissible by local codes, ENT conduit is permitted for the seat 14. Adequately protect equipment from damage after delivery to the jobsite. pressure rating of the system components. transducer conduit below the auditorium risers in lieu of EMT conduit. Cover with heavy polyethylene plastic Elevate equipment when there is 14. During testing and balancing, the contractor shall change or adjust pulleys danger of water damage. Equipment damaged will be rejected. as required to give proper fan RPM. FIRE PROTECTION 15. Any scratches to factory finishes shall be touched up using factiarysupplied 15. During construction, contractor shall cover all duct openingsto prevent the paint before final acceptance. Ifeactensive damage to factoryfinishes has spread ofdust and debris. 1. Adjust head locations and add heads as needed to completely cover the occurred, equipment panels shall be replaced to the satisfaction ofthe renovated spaces. After fire protection system as required by new worlL engineer. If rust has formed, remove as recommended by the manufacturer ELECTRICAL REQUIREMENTS 2. Provide fire protection system complete, per applicable codes, per NFPA, priortotouch-up. and per requirements of authorities having jurisdiction. 16. Install all equipment in strict accordance with the mainufacturees 1. The Electrical Contractor shall provide all conduit and wiring and shall 3. Include all piping offsets, fittings, drains, valves, supports, heads, etc. as recommendations and the shop drawings reviewed by the Engineer. The connect complete and ready for operation all electrical motors and required for a complete operable system. complete installation shall function as designed and intended With respect equipment for other trades as shown on the drawings and as required for 4. Sprinkler heads in Digital Entry Display (DED) or Portal shall be fat to efficiency, capacity, and noise level, etc% Any abnormal noise caused by complete and operating systems. clanceatertype. Concealer color to be RAL #9011, Graphite BlaclL rattling equipment, cianduit or fixtures will not be acceptable. 2. Projector and Rack: The owner will provide the projector and rack and the S. Sprinkler heads shall be recessed far areas with finished ceilings. Sprinkler 17. contractor shall perform initial start-up of system and shall provide Electrical Contrador shall make all required electrical connections. head's finish shall match ceiling. Sprinkler headsshall be rough brass for necessary superinsion and labor to make the first seasomf change-over of 3. Single Phase Exhaust Fans: The ME shall provide the single phase exhaust areas with exposed structure. Sprinkler heads in ceilings, unless systems. Ownees operating personnel shall be present during this fans with disconnecting means, The Electrical Contractor shall provide the functionally impossible, shall be centered with and between rows of light operation. line voltage thermostat as may be indicated. The Electrical Contractor shall fixtures. Sprinkler heads in machine rooms shall be ZITFtemperature 18. It is the contractiar's responsibility to provide materials and trim which fit make all required electrical connections. activated. property the types of ailing, wall, or floor finishes actually installed. Model ,L Fire Alarm: The fire alarm supplier/contractDr shall provide all low voltage 6. Piping in areas having finished ceilings shall be concealed, Sprinkler piping numbers in specifications or shown on drawings are not intended to control wiling. The EC shall provide indicated 120 volt power supplies and 2-1/2" and larger may be schedule 10 black steel. Sprinkler piping 2" and designate the required trim. connections. The EC shall provide all rough -in boxes and condufts for smaller shall be schedule 40 black steel. Minimum pipe size shall be V� 19. Contractor shall provide all miscellaneous steel, etc�, for the proper devices as initiated under the direct supervision ofthe Fire Alarm 7. The system shall be designed by a licensed fire protection engineer and installation of the systems specified and/or initiated on the plans. Any item Contractor. Coordinate all requirements with the Fire Alarm Contractor. installed by a licensed sprinkler contractor. Submit signed and sealed connecting to building structure shall be done in a manner accepted by the The fire alarm work is in this cambact. drawingstocitywrequired. Pay any permit fees. structural engineer. When barjoists am used for steel construction, Items S. Security System: The security system supplierlcontractor will provide all 8. Coordinate all scheduling and work with other trades so as to prevent shall be supported from angle !ran spanning the top chard of thejoists, low voltage control wiring. The EC shall provide indicated 120 volt power conflicts, and to ensure orderly progress of the work, with a minimum of 20. Periodically during construction and prior to Owner acceptance of the supplies and connections. The EC shall provide all rough -in boxes and delays. Where sprinkler piping is installed without coordinating with other budding, Contractor shall remove from the premises and dispow of all condults for devices as initiated under the direct supervision of the trades and conflicts occur, sprinkler piping shall be relocated as required at packing material and debris. Security Contractor. Coordinate all requirements with the Security no additional cost to the owner to restive the conflicts. 21. Before submitting his or her bid, the Contra .'or shall visit the actual Contractor. 9. Where piping passes through walls, floors, ceilings, or other building location of the job and shalMlly understand the scope of the work to be 6. Provide the wire as specified and the circufting as shown on the drawings. construction, sleeves must be used. Where exposed piping passes thmugh done and the conditions under which it Is to be performed. In no case shall - Power wires and cables #10 awg and smaller shall be annealed soft finish work, chrome plated or other finish acceptable to the architect, split additional compensation be granted when existing conditions could copper, solid construction, mile type TEIWN orTHHN. All power wires and wall plates or escutcheons shall be installed to fit snugly around the piping. reasonably be determined. cables #8 awil and larger shall be annealed soft copper, compressed strand Where finish is not a problem suitable plates shall be provided at each hole 22. Any work that will affect the building occupants in any way shall be construction, code type THWN2 or THHN. Minimum conductor #12 in to assure effectiveness of construction as a fire stop. coordinated with owner/tenant Such work shall be performed in a F M.T, 10. Sea] all fire protection floor, wall and rooffienetrations watertight and satisfactory mannerto those affected. 7. Color coding for 120/208 volt systems shall be Black(Blue/Red for phase weathertight Caulk aroundfire protection penetrations with 3M CP-25 fire 23. The Contractor shall closely coordinate all utility downtime with the owner conductors, White for neutral and green for grounding conductors. Color barrier caulk (thickness as required and recommended by manufacturer) to and Architect giving a minimum fourteen [14) day notice prior to coding for 277/480 volt systerns shall be Brom/Orange/Yellow for phase maintain fire resistance rating of fire -rated assemblies. downtime. Downtimes are to be held to a minimum duration with the conductors, Grey/White for neutral and green for grounding conductors. Owner being notified as to the extent of old downtime. Any work that will S. All interior conduit shall be E.M.T. Provide setscrew couplings and fittings affect the building occupants in any way shall be coordinated with that for NEMA I Installations and compression couplings and fiffings for NEMA tenant. Such work shall be performed in a satisfactory manner to those 3R installations as a minimum. All conduit shall be run parallel or affected. perpendicular to the building surfaces. All conduit shall be concealed In 24. The Electrical Contractor shall provide all conduit and whing and shall walls. Overhead conduit shall be concealed except in rooms without connect complete and ready for operation all electrical motors and ceilings. equipment In the other contracts. The other contractors shall famish to the 9. At the Ciantractor's option all interior branch circuits (except those In the Electrical Contractor all switches, electrical controls, and tither accessories projector booth) may be type ME able with listed fittings and couplers in required. Installation of all motors, equipment, etr., shall be made by the lieu of EMT conduit and conductors. All homeruns to panels will be made Contractor furnishing the equipment, unless otherwise indicated. with EMT conduit (no MC connections to panel cans). Color coding shall be 25. Unless integral to the equipment supplied or noted otherwise, the Electrical maintained. Contractor shall provide disconnect sWitches, motor starters, and violable 10. Each 120 volt outlet circuit shall be provided with dedicated neutral frequency drives as required by code and/or as shown on the drawings. The conductors. Three phase, four whe homeruns of 120 volt branch circuits contractors responsible for installing the associated equipment shall will not be accepted. coordinate with the Electrical Contractor to ensure devims of the proper 11. Each light fixture shall be provided with a dedicated fixture whip from a size are furnished. Further, the other trades shall fumish all electric control junction b= The practice ol"dalsy-chaining'firom fixture to fixture will not items needed to the Electrical Contractor for Installation and connection. be accepted. Multiple fixurre whips from a single box Is acceptable. 26. The contractor shall provide openings and chases, cuffing and patching, 12. Provide concluits and raceways; electrical pull, junction and device boxes as excavation and backfilling, and pipe sleeves as needed for proper execution specified and shown on the drawings, as well as those required for a of the wort complete and code acceptable installation. 27. Sleeves am required in all penetrations through new exterior waits, 13. The Electrical Contractor shall provide rough -in boxes and )Vconduft for masonry walls, floors and fire rated gyriaboard wals. Sleeves shall be either thermostats under the supervision of the temperature contrals installation 1q%,-031f q Schedule 5 steel pipe, EMT conduit, field fabricated from minimum 16 contractor. gauge steel with 2' overlap at the seam, or as required by lit listed 14. Provide engraved, white on black, laminated plastic plate, mechanically fire -stopping system. Sleeves will not be required In existing wall affixed labels on all panels, transformers, safety swritches, motor starter, penetrations of masonry construction when such openings am made by em Where panels, etc., occur in finished rooms, label shall be on inside of "crire-drflfing�' Space between sleeves and pipe in outside walls shall be the door. Labels shall match designation indicated on the plans. sealed using link seats. Space between sleeves and pipe in other wall 15, Provide 20 amp, heavy duty commercial wiring devices as shown on the construction shall be the diameter necessary to provide the clearance dravvings. Device and coverplate colors shall be as directed birthe architect required by t e UL listed fire stopping method chosen "a contractor. Coverplates shall be stainless steel or milan and match the existing devices Provide metal collars per CPC 312.12,2. in the area. Ground fault interrupter receptacles shall be provided in all RECEIVED locations as required in Section 210.8 ofthe latest adopted version of the CITY OF TUKWILA NEC. Tamper resistant receptacle 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 OCT 2 8 2019 specified, Provide the appropriate NEMA enclosure rddn&r the I installation location. All safety switches shall be NEMA Type No and lit PERMIT CENTER listed. Provide fusible devices as shown on the drawings. 116 117 118 119 1 20 121 1 22 123 1 24 E2 E CD 8 Ca 0) to 0) a ,�5 to &M 2 g a 0) 4) 0 C .t -1 .�9 :3 1) .� ,8 0 � cc 0- 11: _�R M 3:: "' 28 1111min (D -tt C CD ED= .M :3 Q) a, 0 Ca . 42 - 2 co �2 �4? ;5 () C: 'E . 9 armilim C *Mmg _2 0) U) 19 U) 'D r 16 - cc �� OF .. �7 2 r, 0 < �; MEP 'n W LLJ LL1 Z 0 Z Hz� no], LLJ HOSS &BROWN El 11205 West 79th Street Lenexa, Kansas 66214 913,362.9090 1 mail@h-be.com H&B Project Number: 1920617 0 Hass & Brown Engineers 2019 Structural PMAI Engineedng 6717 Shawnee Mission Pkvvy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com PMA Engineering, @ 2019 1 ,,,l I , ..... , 4 D, Southcentcer 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11 500 Ash Street Leawood, KS 66211 888.262.4386 Copyright @ 2019 American Multi-Cinerna Inc ��ll.IWT*DIXO �.111111111111 Permit I REVIEWED p�6*,crt ur2019 I CODE�COMPLIANCE ' I � A PROVED NOV 22 2019 1 . City of Tukwila BUILDING DIVISION Pmject Number.'2019.344 @ Copyright 2019 R I :) I M I K I H I G I I: I E I D I C I B I A L Auditorium #1 IMAX I Projection uipment Room EF-o LIL3 J F Y F F7 MM-- F—M, I1'-1\----'11 ET7 TO FROJEGTOR #b DL F Booth Demo 2 Work Mechanical Plan Scale: 1/4"= l'-U' Auditorium Demo and New 4 Work Mechanical Plan Scale: 1/8" = r-W 1 7 Auditorium #13 UMAXJ Booth New r3z i Work Mechanical Plan Scale: 1/4"= V-0" 1. 1- 1 — I — I — I — GENERAL NOTESs A. ANr INTERMPT10N OF EXISTING SERVICES AWIOP EQUIPMENT 94ALL BE PERFORMED AT A TIME APPROVED IN ADVANCE BY THE OMERS REPRESENTATIVE 50 AS NOT TO INTERFERE NTH THE PRESENT BUILDIWS OPERATION, B. THESE DRMIN65 APE DIA61RAM"MA110 AND INDICATE THE C-ENERAL EXTENT OF THE NORK. CONTRACTORS SHALL EXAMINE THE DRAKIW-5 OF GTOR IE6 ALL TRADES AND BE FAMILIAR VI]Tfl THE OVERALL SCOPE Or DEMOLITION MRK. THE EXALT EXTENT OF DEMOLITION SHALL BE AS REQUIRED BY T14E NEN HORK. GEM 0. OMER 91AM 14AVE FIRST RIC-HT5 TO ALL DEVICES AND EQUIPMENT REMOVED DURIN6 DEMOLITION. rOOPDINATE NTH THE OMER PRIOR TO FINAL 0151705AL D. ALL MEGHANIGAL ITEMS TO BE REMOVED 5HALL BE REMOVED COMPLETE NITH ALL RELATED ITEMS INCLUDINS HAN6ER5, SUPPORTS, CONTROLS, ETC. CAP ALL OPEN ENDED PIPES AID DZTHORK. E. ITEMS 5HOM AS EY15TIN& TO REMAIN ARE AS TMEN FROM FX15TIN(5 BUIMN6 DRAHN55 AND FIELD VERIFIED BY EN6INEER. EXACT CONDITIONS SHALL 13E FIELD VERIFIED 13Y CONTRACTOR AID AN( CONFLICTS MICH AFFECT THE SCOPE OF TIE PROJECT SHALL 13E REPORTED TO EMINEER. F. PROVIDE SHEET METAL 5Y51EM5 COMPLETE AND PER APPLICABLE CODES IW=DIN6 ALL W�C�APY OFFSETS, FITTINC15 AND SPECIAL RADIUS OR MITRED ELBOM MICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. 6. COORDINATE THE INSTALLATION OF THE DUCTkIORK AND EQUIPMENT KIT14 THE NORK OF ALL OTHER TRADES VERIFY ALL CLEARANCES PRIOR TO THE FABRICATION OF ANr SYSTEM COMPONENTS. H. DUCTPORK 5H,1U NOT BE LOCATED OVER ELECTRICAL EGUIPI-ENIT OR PANELS. PROVIDE THIE WOE REQUIRED KORKING CLEARANCE AROUND ALL ELECTRICAL EQUIPMENT AND PANELS- 1. PROVIDE ALL MISCELLANEOUS SUPPORTINS, STEEL, ETC,. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. -L COORDINATE FLOOR, IriALL, ROOF PENETRATIONS, LOWER SIZES, PAD LOCATION5, ETC, KTH THE ARCHITECTURAL TRADES. K. REFER TO ARCHITECTURAL REELECTED CEILINS PLANS AND nALL EJEVATIOW5 FOR EXACT LOCATION OF 6RILLE5, RESISTERS, AND DIFFUSERS. L. ALL MTHORK SIZE' INDICATE THE INSIDE CLEAR DIMENSION. K PROV DE AGCE55 POOR5 IN HARD GEILIW, AREAS FOR AC-CE55 TO TERMZ UNITS, BALANCII46 DAMFER5, TERMINAL UNIT HEATIN6 COIL PIPIN&, ETG. REFER TO ARCHITECTURAL DRANIN65 FOR CEILIN55 TYPES. COORDINATE KTH THE ARCHITECTURAL TRADES. H. IN AUDITORIUM, PROVIDE CLEAR FLEXIBLE CAULKIN6 COMPOUND BY DAP BETPfTzN DIFFUSERS AND RETURN rRII I FS, AND GEILIN(5 C-RID TO PREVENT LOYq FREQUENCY VIBRATION. CAULK SHALL BE CONTINUOUS ALDW, T14E FOUR (4) EIX-ES Or THE DIFFLE-ER. ALL EXCESS CAULK SHALL BE PBIVVFD.' FEDEM0 PLAN NOTESe 1. REMOVE DUCT - REMOVE EXHAUST MT AND FLEX DUCT 2. r-XI5TINr7 EXHAU5T FAN - EX15TIN6 EXHAUST FAN TO REMAIN. REFER TO NEK NORK PLAN ON TH15 SHEET FOR MORE INFORMATION. 3. REMOVE AND RETAIN DIFFUSER - REMOVE AND RETAIN DIFFUSER FOR USE IN WA MRK REFEIR TO NElq VORK PLAN ON THIS SHEET FOR MORE INFORMATION. 4. EXISTIN& DUCTKORK - EXISTINS, DUOTHORK TO REMAIN. NO NORK. OMECHANICAL PLAN NOTES. 1. NEII EXRAU5T ak' T - PROVIDE NEN EXHAUST DUCT TO PROJECTOR HEAT REJECTION EQUIPMENT. FIELD VERIFY ROUTINr, OF EXHALrT DUCT PRIOR TO INSTALLATION. REFERENCE PROECTOR HEAT REJECTION EQUIPMENT EXHAUST DETAIL ON SHEET TH15 SHEET FOR MORE INFORMATION. 2. EXI5111,15 EXHAL15T FAN - 5ALAZE AIRFLO14 FOR BOTH PROJECTION SYSTEMS TO If,00 CFM. APPROXIMATE EA5TIN6 EXHAUST PAR DE516N AIRFLON 15 %500 CFMI, VER]FY WA AIRFLON REQUIREMENTS P41TH OMER PRIOR TO GOWRLO-nok 3. PROJECTOR HEAT REJECTION EQUIPMENT - PAIR OF STACKED HATER PROJECTOR FEAT REJECTION EQUIPMENT PROVIDED BY OMER. TOTAL OF TM (2) PROJECTOR HEAT REJECTION EQUIPMENT UNITS IN PROJECTION 500TH. 4. INSTALL DIFREIR - INSTALL DIFFL5B;Z RETAINED VURIN6 DEMOLITION. CON,EGT EX15TING, DXTHORK TO RELOCATED DIFFUSER. 5. �AMPER - BALANCE TO AIRFLO11 VALUES INDICATED ON 15111,16 BALANCE ]DAPPER 5ERVIN6 PROJECTOR 6 15 TO REMAIN AT PROJECTOR. 6. FLEX DUCT - PROVIDE FLEX DUCT FOR LASER HEAT REJECTION EQUIPMENT. REFER TO PROJECTOR HEAT REJECTION EOUIPK34T DUCT CONNECTION MAIL ON T1415 SHEET FOR MORE INFORMATION. 1. IN AUDITORIUM, PROVIDE CLEAR FLEXIBLE CAULrIN5 COMPOUND BY DAP BEWCEN DIFFU5H;Z5 AND RETURN 61RILLIES, AND CEILIN& 6RIP TO PREVENT LON FREQUENCY VIBRATION. CAULK SHALL BE CONTINUOI)5 ALON6 THE FOUR (4) E06ES OF THE DIFFU51ER. ALL EXCESS CAULK SHALL 13E REMOVED! 8. RELOCATE DIFFUSER TO LOCATION SHOM. REDUCER — POLYESTER FABRIC, INDUSTRIAL VUGTIN55 TOP FROJEGTOP HEAT 1405E 13Y HI -TECH DURAVENT, SERIES 2PN RE-EGTION EQUIPMENT MODEL #1110-ObOO-0002-60 (I OF 2) ........ . . — ------- WO R.FX 130TTOM FIROJE6TOR HEAT REJEGTION EGUIPMENT (2 OF 2) 111111777771 19,1111110, 0 Projector Heat Rejection Equipment Duct Connection Detail RECEIVED - CITY OF TUKWILA Scale: Not To Scale OCT 2 8 2019 PERMIT CENTER I 10 Ili 112 113 114 115 116 117 118 119 1 20 121 1 22 1 23 1 24 E2 E CD R Ca 0) Ca r- 51 d) C: im 2 01100003 7ti5 a 0 cv cq 16m a) 0 .0 MW U) 2 < MEP W W z 0 z HOSS& BROWN 0 11205 West 7M Street Lenexa,Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 @ Mass & Brown Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (91 3) 831-1262. F: (913) $31-0148 ww w. p in a e n 9 1 n e a r I n g. c a m PMA Engineering, 2019 Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Multi -Cinema Inc. ISSUED FOR: Permi[REVI EVVED FO IT-3 c etcher 2019 CODE COMPLIANCE APPROVED 7 : NOV 22 2019 City of TukWila I BUILDING DIVISION Pmjwt Number 2019.344 (E)Copyright=9 III ; I �L 9 1 .1 1 4 Projection Equipment Room LIL3j PBA 2022,24 Auditorium #1 PBA q;21,23 El cil/ 3 L J F to "I'l 0 El 'i PAMEL L pi31V Booth 2 Demo Work Electrical Plan Scale: 1/4'= V-0" 6 1 7 1 8 19 110 111 Auditorium #1 Ommi PI3 25Z (AUDITORIUM I — I .. I — I — I — I — I — I — I — GENERAL NOTESo A. AW INTERRUPTION OF EXISTING 5ERAGE5 ANDIOR EQUIPMENT SHALL BE PERFORMED AT A TIME APPROVED IN ADVANCE BY THE OKMR5 REPRESENTATIVE 50 AS NOT TO INTERFERE 1,111TH THE PRESENT BUILDING OPEPATIOK B. ITEMS SHOM AS EXISTIN6 TO REMAIN ARE AS TAKEN FROM EXISTING BUILDIN& DRANIN66 AID FIELD VERIFIED BY EWINEER. EXACT CON01-11OW, SHALL BE FIELD VERIFIED BY CONTRACTOR AND AMY CONFLICTS MICH AFFECT THE SCOPE OF TIE PROJECT SHALL BE REPORTED TO ENGINEER. G, CONTRACTORS SHALL EXAMINE THE DRANIN&S Or ALL TRADES AND BE FAMILIAR HITH THE OVERALL SCOPE OF DEMOLITION NORK. THE EXACT EXTENT Or DEMOLITION 5HALL 13E AS REWIRED BY THE NEN NORK. D� ALL ELECTRICAL ITEMS TO BE REMOVED SHALL BE REMOVED COMPLETE NITH ALL RELATED ITEMS INCLUDING I4AWER5, CONDUIT, NIRE, ETC. UNLESS NOTED OTHERP,115E ON PLANS. REMOVE BRANCH CIRCUITS AND FEEDERS BACK TO TIER A55OCIATED CIRCUIT BREAKER UNLESS NOTED OTHERN15E. TURN OFF AND LABEL U1,105ED CIRCUIT BREAKERS AS SPARE E. EXTEND CONDUIT AND HIRE AS REWIRED IN APEAS THAT ELECTRICAL DEMOLITION AFFECTS ELECTRICAL SERVICE TO DEVICES DOI,06TREAM THAT ARE TO PIEMNK F. THESE VRAKIW5 ARE DLAORAMMATIC, IN NATURE AND INDICATE THE GENERAL EXTENT OF THE MRr- THE ELECTRICAL CONTRACTOR 511ALL PROVIDE ALL FULL BOXES, -UICTION BOXE5 AND INCIDENTAL MATERIALS AND LABOR FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. 6 ELECTRICAL CONTRACTOR 5HALL DERATE GOWUGTORS AS REWIRED BY THE ELEGTRIGAIL CODE MEN GROUPED IN COMMON RACEKAY5. H. VERIFY REQUIREMENTS OF ALL MECHANICAL EWIFMENT NITH CONTRACTOR -PROVIDED SUBMITTALS. NOTIFY ENGINEER OF ANY CONFLICTS BETI,� THE SUBMITTALS AND ELECTRICAL DRANIW5 1. CONTRACTOR SHALL OFFSET OUTLET BOXES , ON OPPOSITE SIDES OF A COMMON KALL TO PREVENT SOUND TRANSMISSION BETKEEN ADJOINING ROOM5. BO)(E5 SHALL BE A MINIMUM OF 12' APART, AND MUST BE INSTALLED IN SEPARATE STUD GAVITlE5. J. ALL LON VOLTAGE KIRE5 NOT ROUTED IN CONDUIT SHALL BE PROVIDED LASER AS PLERH RATED CABLES IECTOIR K. PROVIDE JUNCTION BOXES AND 3/4" CONDUIT PqITH PULL-5TRIN65 UP TO ALCE551BLE LOCATION IN PLENUM AT ALL VOICE AND DATA OUTLET LOCATIONS. L. H-ERE BOXES ARE IN5TALLED IN CONCRETE BLOCK KALLS, THE BOX FMNTIW, FE16W SHALL BE AT THE BLOCK JOINT AND THE DEVICES SHALL 13E PROVIDED NITH A JkW COVERPLATE. M. ALL 1,11RE5 RUN BELOK GRADE, IN CONCRETE THAT 15 IN DIRECT CONTACT NITH THE EARTH, OR MASONRY THAT 15 IN DIRECT CONTACT HITH THE EARTH SHALL BE kET LOCATION LISTED. N. HURNITUM: LAYOUTS ARE FOR REFERENCE ONLY COORDINATE THE FINAL LOCATION OF ELE,-MCAL DEVICES AND OUTLETS P41TH ARCHITECT, OPOER AND FINAL FURNITURE PLAM PRIOR TO INSTALLATION. 0. PROVIDE LOOKING CLIP5 ON ALL CIRCUIT BREAKERS 9EI;MN6, 111.5COMMURICATION EGIUIPIIIENT AND FIRE ALARM CONTROL PANELS. P. FIRE ALARM SYSTEM 5RALL BE MODIFIED AS 5HOM AND NOTED. RELOCATE ANY FIRE ALARM DEVICES, NRING, CONDUIT, A.5 REWIRED FOR A COMPLETE AND CODE COMPLIANT FIRE ALARM SYSTEM. AUDIO RACKS 0. UPDATE PAN13- CARDS I11TH NE]i LOAD DESCRIPTIONS. 0 ELECTRICAL PLAN NOTES. 1. PP0-ECrTOIZ - NEN LASER PROJECTOR PROVIDED BY IMAX. EI-EcTRICAL CONNECTIONS SHALL BE MADE 13Y ELECTRICAL CONTRACTOR REFER TO DETAILS ON SHEET El FOR MORE INFORMATION. 2. LASER PDkER - PROVIDE PONER TO PROJECTORS. 5. ��OP VAT REJECTION EGAMEMB - PROVIDE PONER TO REJECTION EMIPMENT SERVING LASER PRO-115GTORS. 4. D161TAL ZONE CONTROLLER - INSTALL DIGITAL ZONE CONTROLLER V41TH HOLIDAY SCHEDULE COORDINATE SCHEDULE V41TH ON4ER DURING COWTRLr,TIOK REFER TO LIC+MW, CONTROL 5GREMATIC ON SHEET E5 FOR MORE INFORMATION. 5. E - PROVIDE CEILING MOUNTED � THEATRICAL CONTENT LOADING. 6. TV,115T LOCK RECEPTACLES - PROVIDE 20A, 2W 3 POLE, NEMA I TH15T LOCK RECEPTACLE. PONEIR CORD AMD PLUS SHALL BE PROVIDED BY THE OHNER. 1. ROOM CONTROLLER - PROVIDE ROOM CONTROLLER FOP OWOFF CONTROL OF AWITORIUM LIGHTING. CONW6T L16M %,lITCHE5 To ROOM CONTROLLER PER MANUFACTURERS INSTRUCTIONS. REFER To LIGHTING CONTROLLER SCHEMATIC SHEET E8 FOR MORE INFORMATION b. AUDITORIUM H-5 GEILIN6 LIGHT DIMMING 5NIT08 - INSTALL DIMMING Booth 511TCH FURNISHED BY TEMPO REFER TO 5HEET E5 FOR LIGHTING CONTROLLED BY VIMMERS. REFER TO LIGHTING CONTROLLER SCHEMATIC New Work Electrical Plan 014 SHEET ED FOR ADDITIONAL INFORMATION. IL R 5YI! ID ITCH - PROVIDE DIMMING SNITCH FOP ENTRY Scale: 1/4" = V-0" REFER To LIGHTING CONTROLLER 5C+EMATIC ON SHEET E-5 FOR MORE INFORMATION. 10� AUDIO RACK - PROVIDE PONR TO WN DIGITAL AIVIO RACK. PEFERIENCE ELECTRICAL SHEET E& FOR ADDITIONAL INFORMATION. 11. CONTROL MONS - FFtE CONTRACTOR -1+IAU PROVIDE CONTROL NIRIN6, BETPEEN PPO-EGTOR AND AUDIO RACK. EIDEMO PLAN NOTES; 12. TECHNICAL GROUND - LOCATE EXISTING TECHNICAL GROUND AND EXTEND 1. PROJECTOR REMOVE PROJECTOR AND TURN OVER TO ONNER REMOVE TO WN AUDIO RACK. PONR FEEDER 5ERIAM PROJEGGTOR. RREMYS, GONIXIGTOR5, AND 15. M151-ELLANEOL6 EQUIPMENT RECEPTACLE - PROVIDE RECEPTACLE J.INGTION BOXES T14AT DO NOT CONFLICT NITH MEW NORK SHALL 13E INTENDED FOR USE NITH THE PRE-51-ION EQUIPI-ENT OR ACCESS LINK ABANDONED. A5515TIVE LISTENING DEVICE. 2. AUDIO RACK - FOADVE AUDIO RALIK AND TURN OVER TO OPNER. 14. PANEL IMAX - PROVIDE 205/120V PANEL AS 56HEMUD ON SHEET Eq. REMOVE PONR FEEDER AND SPEAKER YqIRIN6 ASSOCIATED NITH AUDIO RACr- ALL SPEAKER KRIW, IN PROJECTION BOOTH SHALL BE REMOVED. 15. A15LE LIGHTING POkEFZ - PROVIDE PONER TO A15LE LIGHTING ABANDON CIRCUIT BREAKER IN PAWL. NIR51AY5, CONDUCTORS, AND TRANSFORMER: PROVIDED 13Y FF4E CONTRACTOR UT1LIZE CIRCUIT JM0110N BOXES THAT Do NOT CONFLICT NITH NEN NORK SHALL BE RETAINED FROM DEMOLITION. PROVIDE ADDITIONAL 12OV120AAP ABANDONED. CIRCUIT AS REWIRED BY A15LE LIGHTING VENDOR LAYOUT. REFER TO 3. 9-5 CONTROL - REMOVE SIMS CONTROL AND TURN OVER TO OHNER. LIGHTING CONTPOLLEZ SCHEMATIG ON ED FOR ADDITIONAL INFORMATION. REMOVE POINER FEEDER SERVING 5M5 CONTROL. HIREKAY5, lb. INS PORT - ELECIRICAL CONTRACTOR SRALL CONDUCTORS, AND JUNCTION BOXES T14AT DO NOT CONFLICT NITH fal RELOCATE FEEDERS AND OTHER ELECTRICAL DEVICES AND FF4E NORK SHALL BE ABANDONED. CONTRACTOR SHALL RELOCATE LOA VOLTAGE DEVICES AND NIRIN& AS REWIRED FOR NEN PORT NINDON INALL LOCATION. REFER TO 4. BOOTH TERMINATION CABINET - EXISTING TO REMAIN. ARCHITECTURAL DRAKNGY, FOR EXACT LOCATION OF M34 FORT 1,111,10ON 5. EXISTING FANEIL - EXISTING PANEL To RETIAIN� AND VIENW, PORT FIELD VERIFY ITEMS AT THE START OF 6. FORT KNDOK AND VIENIN6, FORT - ELECTRIrAl- CONTRACTOR SHALL coNST;x-TION THAT CONFLICT Y41TH NEN PORT NINVOK EXTEND RELOCATE FEEDERS AND OTHER F! FGTRIGAL DEVICES AND rFtE FEEDERS AS REWIRED BY WN PORT Y41NDOPL CONTRACTOR 5RALL RELOCATE LON VOLTAGE DEVICES AND NIRIW, AS 17. AUDIO RACK CIRCUIT BREAKER - PROVIDE A HINGED ENGLO5URE FOR REQUIRED FOR NEN PORT WINPOK AM VIENIN6 PORT Of APPLICABLE). AUDIO RACK CIRCUIT BREAKER. REFER TO LINE VOLTAGE R15ER ON REFER TO ARCHITECTURAL DRAKINC-5 FOR EXACT LOCATION Or NEN 5HEET El FOR MOPE INFORMATION. PORT KNOON AM VIENIN6 FORT. FIELD VERIFY ITEMS AT THE START 15. IMAX LASER DIGITAL CONSOLE 5M5 - INSTALL LAGER COWOLE SUPPLIED OF CONSTRUCTION THAT CONFLICT NTH IEN PORT NINOOK EXTEND BY IM". FEEDERS AS REWIRED BY NEK PORT HINOOK Icl. COVE LIGHT DIMMER - PROVIDE DIMMING SHTCH FOR ENTRY COVE 1. AUDITORIUM DIMMER - EXISTING TO REMAIK LIGHTING. REFER To LIGHTING CONTROLLER SCHEMATIG ON 5HEET Ea 5. A15LE LIGHTING - REMOVE TRANSFORMER SERVING A15LE LIC+mW,. FOR MORE INFORMATION. q. COMPUTER - EXISTING COMPUTER TO REMAIN. NO NORK. 20. INVERTER - PROVIDE INVERTER BY BODINE-, MODEL ELI-5-100. 10. REMOVE DTDS - REMOVE DTP5 AND TURN OVER TO DIVINER. 0 RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER 16 117 118 119 1 20 121 1 22 23 1 24 E2 E Ca to ce 0 c: -t .1 J�9 2 6) '55 8 ommmmm C 0 cy 0 CQ 00 U) I= 4) Z 0 .i= :�' C: co 0 MEP LU W z (9 z I fz -, 111 L U HOSS &BROWN El 11205 West 79th Street Lenexa,Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 0 Mass & Brown Engineers 2019 Structural PMAI Engineedng 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) $31-0148 www.pmaengineering.com PMA Engineering, @ 201? Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Multi�Cinerna Inc. ISSUED FOR: Permit REVIEWED F&P-t- -1 CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION 2019 4,, 44 4� 41 4A A] 3 1 k 1 9 1 .1 14 1 r' GENERAL NOTESs A. REFER TO SHEIE7 El FOR 6ENERAl- NOTES. B. MAINTAIN FIRE RATIN6 Or FLOOR AS REQUIRED AT ALL PENETRATIOR5, JJNGTION BOXES, M. 6. ALL EX15T ELEC-TRICAL DEVICES TO REMAIN SHALL BE RAISED AS IW REWIRED B( HEN PLATFORMS. DEVICE D15TANGGE ABOVE PLATFORM SHALL REMAIN THE 5MIE AFTER NEN PLATFORMS ARE INSTALLED D. KALL RS�,EPTAGLE5 SHALL BE INSTALLED ABOVE ANr LISHER LIGHTIN6. RELOGATE ANr EX15TIN5 REGEPTAGLE5 AS REWIRED. H4ERE REC-EPTACLE HE16W 15 NOT NOTED ON PI-ANS, INSTALL AT 24- AFF. (�)ELECTRICAL PLAN NOTES; 1. FIRE ALARM REVIrF - M(XINT rXISTIN5 FIRE ALARM DEVIGE PUSH V41TH NEI,,I AGOUSTIGAL PANEL SYSTEM. ADJUST MOMN6 HE16M TO MEET CODE BASED ON HEN PLATFOR14 HEI6HT. EXTEND FEEDER AS REWIRED. 2. KALL MOUNTED DEVICES - NEN KALL MONTED 1.15HER LIaMN6 9HAU NOT BE INTERRUPTED BY ANY EXISTIN& DEVIGES, RA15E DEVIGE5 AS REWIRED. NEIq A!"ITM11M COVE L16KIN6 SHALL NOT BE INTERRIF1719�? BY EXis'nNS DEVICES; RELOrATE DEVICES PER DRANN55 OR AS DIRR,TED ar ARCHITELT. AN( FXISTINO DEVIGE5 IWAJMIN6, BUT NOT LIMI 1ED TO, PILL STATIONS, Rr-,EPTACLE5, EXIT 516%, AND TEMP AND HLHIVITY SENSORS FALLIN6 HITHIN 11-E FIELD Or NEII AGOLISTICAL K4LL PANELS 514ALL 13E RE-VOUNTED FLU51-1 NITH THE ACMTICAL PAWL SYSTEM. EXTEND FEEDERS AS REWIRED. 3. SCREEN SHAKER TRAN5VXER CONTROL CABINET - REFER TO DETAILS ON SHEET Eb FOR MORE INFORMATION. 4 $GREEN 5RAI:35Z CONTROL RE�GEPTAGLE - POIIIER CORD SHALL 13E F"15HED BY IMAX. 20A TVqIST-LOrK RECEPEAGLE FLIRNISHED BY 014132 INSTALL REGEPTACLE AND PROVIDE POPiER FEEDER. 5. TUNIN6 MIrROPNONE - PROVIDE RW5H-1N FOR MICROPHONE AND GABLE SLIPPLIED BY IMAX. C40RDIRATF EXACT LOCATION P41TH AMG PRIOR TO ROU6H-lN. OFF&E PLAN NOTE& 1. TUNIW, MICROPHONE - INSTALL TUNIN5 MIOROPHONE SUMIED BY [MAX AND MArE THE CONNEC-TION TOTHE MICROPHONE CABLE. Projection ipment Room E� New Work Electrical Plan Scale: 1/4" = 1'4' RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMITCENTER 8 19 110 Ili 112 113 114 115 116 117 118 119 120 121 1 22 123 T —24 E 0" O'g; J coommm r- 0 C'J Lo T to O)'a C) Im U) o 'o r 2 1, < MEP LU w z (9 z w HOSS &BROWN El 11205 West 79th Street Lenexa,Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 @ Mass & Brown Engineers 2019 Structural PMAI EngineeIing 6717 Shawnee Mission Pkwy Suite 1 00 Overland Park, KS 66202 P: (91") 8ill-11262, F: (913) 831-0148 www. p rn a e n gi n ee rl ng. co rn PMA Engineering, @ 2017 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 1150OAshStreet Leawood, KS 66211 888.262.4386 Copyright @ 2019 Affurrican Multi-Cmerna Inc. ISSUED FOR: Permit REVIEWED F(5l-,Pct' ler 2019 CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila [BL ILDING DIVISION Project Number 2019.344 @ Copyright 2019 I 4 1 S I 4 .1i GENERAL NOTES; A- RIEFER TO SHEET El FOR C-BiERAL NOTES. (S)ELECTRICAL PLAN NOTES. 1. PAINT TRIM RIN6 - PAINT EXI5TIN6, FIXTURES TRIM RIN6 FLAT 5LACr_ REFIX,C,TOP SHALL NOT BE PAINTED. 2. 5FEAKIER CABLE - PROVIDE GONDUIT FOR AIVIO CABLES AND INSTALL CABLE FURNISHED BY MIER. 3. Sim W - REFER TO L16WINC, LAYOUT ON SHEET E5 EVULIE ON SHEET Fh FOR MORE INFORKA-TION. 4. IEX15TJN& SPEAKER - EX1S`N% SPEAKER TO REMAIN. 5. 1��AC, RIM - PROVIDE NEYi TRIM RIN6 FOR EXISTIN6 FIXTURE. INC , XTUIRE 15 13Y PORTFOLIO, MODM# 1-106-bbOOBB-TIRM-6-MI1 CONTRACTOR SHALL VERIFY THAT INSTALLED FIXTURE 15 AS ORIOINALLY SPECIFIED PRIOR TO ORDERIN6, TRIM RIN5. 6. REPLACE LAW - PROVIDE NS1i LAMP FOR EX35TIN5 FIXTURE. MATCH LAMP TO THOSE IN 5URROtMIN5 AREAL 1. EX1511,16 CAN LI6NTJNC7 - EXI51W, CAN LIC4MW, TO REAW NO YMK. OFF&E PLAN NOTESo 1. SPEAKER CABLE - CONNECT ALVIO CABLES TO SPEAKER Projection Equipment Room LA13 J Auditorium Demo and New Work Electrical Ceiling Plan Scale: 1/4" = VV RECEIV -ED CITY OF TIL KV� ILA OCT 2 8 2019 PERMITCENTER 7 10 1 11 1 12 1 13 114 1 15 1 16 117 118 119 20 1 21 1 22 1 23 1 24 E2 E 15 OR 0) Z or a) a of .2 or r— 8 O� Imm E2 4) c: 0 0 .a 4) C: coma U) cc :E -:t 2 MEP UJ W z 0 z HOSS &BROWN H 11205 West 79th Street Lenexa, Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 @ Hass & Brown Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite , 00 Overland Park, KS 66202 P: (913) 8�1.1262, F: (913) 831-0148 www. p . ae n gi n earl ng. c a m PMA Engineering, @ 2019 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Multi -Cinema Inc. ISSUED FOR: Pem`[ 231 ctober2019 REVIEWED FOR P, I CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION P.J.t Nurrbe- 2019,344 @ Copyright 2019 a 4n 44 4n 4o 4A 1. z I A I Entry Portal & Vornitoriurn Aisle Lighting 2 Demo Work Electrical Plan Scale: 1/4" = V-0" TT'4-11 Entry Portal & Vornitoriurn Aisle Lighting New Work Electrical Plan Scale: 1/4" = 1'-0` GENERALNOTESs A. REFER TO 5HEET El FOR 6ENERAL NOTE5� 13. REMOVE EXISTIN6 LOIN VOLTAC-E LIC+ITIW5 AND REPLACE NITH IMAX BLUE. G. NALL RECeEPTAGILE5 SHALL 13E INSTALLED ABOVE ANY USHER LICMTIN6 HERE RECEPTACLE HEIC44T 15 NOT NOTED ON PLANS, INSTALL AT 24' Arl'. D. NALL MOUNTED USHER 1-1614TINC5 SHA-L NOT BE INTERRUPTED 13Y AW KEN OR EX15TIN5 RECEPTACLES. REVIEM NEK LI&M% W16HT5 ON PLANS AND RA15E ALL EX15TIN6 RECEPTACLES ABOVE NEN USHER LIWTINC5. EDEMO PLAN NOTE& 1. EXISTIN5 CEII-11,16 LICMT - EXISTIN& CEILINC, LICMTS TO REMAIN. 2. KEYED 5NITCH - EX15TIN6 TO REMAIN. 3. REMOVE 51066-= - REMOVE 5I&I4,6E AND PONER. TURN OVER TO OMM 4. REMOVE HMM - REMOVE AWITOFJUM NUMBER AND TURN OVER To ONNER- 5 MARaJEE - REMOVE MARaJEE POI�M TURN RAROUEE OVER To OMER- REMOVE ASSOCIATED DATA AS REQUIRED. AT MANY SITES, THE-� SYSTEMS ARE DA15'r-CHAINED AND CONTRACTOR 5RALL MODIFY NIRING AS NOT TO TAKE DOM THE ENTIRE MAROIlEE SYSTEM NITH TIE REMOVAL OF MARWE AT RENOVATED AUDITORIUM. 6. REMOVE GAN LIC4rr - REMOVE CAN LICW AND 7" OVER TO ONNER. 0 ELECTRICAL PLAN NOTESi 1. NALL L16W - NEN KALL 1-161-M NO MO CABLE ALLONED. MOUNT AT I4EIr5HT AS NOTED ON PLAN. 2. ELECTPJCAL CONTRACTOR SHALL PROVIDE CONDUIT AND INIRIN6 BETINEEN JAIGTION BOX IN AUDITORIUM AND TRANSFORMER IN BOOM JUNCTION BOX 94ALL 13E MOUNTED DIRECTLY ABOVE THE 16KR LI6HT AS NOTED ON THE ARCHITECTURAL 5HEET5. FF4E CONTRACTOR SHALL PROVIDE FIXTURES AND HIRIN5 IN AUDITORILM. REFERENCE L16MIN6 CONTROLLER SCHEMATIC, ON %EET Eb FOR MORE INFORMATION. MG OT PERMITTED. IE LIC+rr - PROVIDE LON VOLTA515 LIC-1-ITINO To ILLUMINATE TRASH RECEPTAQ-E PER AW-5 M05T RECENT PROTOTYPE. COORDINATE EXACT FIXTURE TYPE N" OMER. 4 RErB1rA(LE - NALL RECEPTACLES %ALL BE INSTALLED ABOVE ANY USHER I-IrzkRIN6. EXTEND FEEDER AS REGUIRED, MOW RECEPTACLE FLUSH NTH NEN ACOUSTICAL PANEL SYSTEM. 5. ENTRY COVE 1-164TE PONER - PROVIDE RECE55ED JUNCTION BOX FOR ENTRY COVE LIC-HT FONER COORDINATE LOCATION NITH 51(5NA6E CONSULTANT, DIMENSIONAL INNOVATIONS PROX-,GT MANArER (1413) 384--34bb. REFER To 1-161-ITING CONTROLLER 5rWHATIC ON SHEET Eb FOR MORE INFORMATION. 6. BLUE ENTRY COVE - ENTRY ACCENT LIC-HTIN6, AT 516NA6E BY 516NA6E CDNTRAC,TOR. FIXTURE 94ALL 13E TEMPO MODEL 03R-I-L-0-2-51-1-6 1. EMER6EW-Y FONER - CONNECT TO INVERTER LOCATED IN PRO-ECTION BOOTH. REFER TO PLAN NOTE #20 ON 5HEET El FOR MORE INFORMATION. 5. IMAX 516N - PROVIDE FONER TO ENTRY IMAX 516N AS SHONN. REFER TO LIC-HTIN6 CONTROLLBZ SCHEMATIC ON SHEET ED FOR 14ORE INFORMATION. q. MITE ENTRY COVE - ENTRY ACCENT L16HTIN6 AT 516NA6E BY NONA61E CONTRACTOR FIXTURE SHALL BE TEMPO MODEL 63R-I-L-0-2-301-6. 10. DIMMIN6, CIRCUIT - CONNECT TO DIMMER LOCATED IN PRO-ECTION BOOTH. REFER TO PLAN NOTE #q ON SHEET El FOR DIMMER LOCATION. fl. LIC+MNr, TRANSFORI-JER - PROVIDE LON VOILTME 1-161-ITIN6, TRANSFORMER- REFER L16W FIXTURE SCHEDULE ON SHEET EB FOR MORE INF-ORMATIOK 12. CAN LI(5HT - PROVIDE NEN CAN LIC-HT. REFER TO J-16iff FIXTURE SCHEDULE ON SHEET EB FOR MORE INFORMATION. 15. EMWSEKV-Y L16KINO CONTROL - PROVIDE EMER�Y LIC4iTIN6 CONTROL UNIT BY NAT"15TOFFER MODEL ELCU-200, FOR ENTRY LI&HTIN( � e-IBROar-Y L16MINO %IALL MTA-% PIMI-ER MEN NORMAL FOYER 15 L05T REFER L16HTIW, CONTROL 5C+EKAnG ON SHEET ED FOR MORE INFORMATIOK 14. TEST 5NITC44 - PROVIDE EMEIRCEZY TEST 5NITCH BY NATT5TOPPER MODEL ERTE,100. TEST 5NITCH 5KALL BE CONNEGTED TO ELCU. TEST 5NITCH SHALL BE LOCATED AS HIGH AS P0551BLE ON KALL. REFER TO LICKING 6ONTROLLER, SCHEMATIC ON SHEET M FOR MORE INFORMATION. AISLE LIGHTING SYMBOLS —A— USHER KALL LI&HT - IMAX BLUE LED BULLN05E - IMAX BLUE LEI) (TOP), NO LED (FRONT) --Q— BULLNO-51E - DUAL 6RAY STRIPE —2-- FLOOR LIC-HT - IMAX BLUE LED (TOP) —I— TRASH NIaE LIC44T - IMAX BLUE LED M ILLUMINATED 14ANDICAP MON06RAM. REFER TO ARCHITECTURAL DRAKNS5 FOR MONOORAM MME3M fto RISER L16W - IMAX BLUE LED Ji I SEAT LIC4ff - IMAX BLUE LED AISLE LIGHTING XFMR WIRING LEGEND TRANSFORMER I - ADA, R15ER L16HL SEAT L16W, BULLNOSE, AND RM14AY L16HTIN6 TRANSFORMER 243 - AUDITORIUM RACK 4 51DE USHER LIC4-ITINC, TRANSFORMER 4$5 - VOMITORIUM USHER LIC5HTIN66 4 TRA5H NICHE F THE LINES To THE LEFT ARE NOT IN COLOR, THEN 50ME =,:NFORMATION 15 INCOMPLETE OR M15LEADIN6. COLORED LINES WIGATE MICH TRANSFORMER 15 FEEDINC, A15LE L*HTIW�. -10 E2 E a) 'oi 03 CM d) c: CM 0 moomm 0 c'J co U) 0) 0 0 C: to eviown a COMO IV B r MEP U, W Z (9 z U.1 HOSS &BROWN El 11205 West 79th Street Lenexa, Kansas 66214 913.362.9090 1 mall@h-be.corn H&B Project Number: 1920617 (9) Hoss & Brown Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) $31-0148 www.pmaengineering.com P MA En 91 neeri ng, @ 20 19 Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Mulb-Cinema Inc. ISSUED FOR: REVIEWED FOW olober 2019 CODE COMPLIANCE APPROVED NOV 22 2019 City of Tukwila BUILDING DIVISION Project Number 2019.344 @Gopydght20I9 T4-2 �L GENERAL NOTES.- A� REFER TO SHEET El FOR GENERAL NOTES. 5. REMOVE EXISTING LON VOLTAGE LIGHTING AND REPLACE I,1UTH IMAX BLUE. 6. PROVIDE KALL LIGHTING TO SUPPLEMENT TEMPO FILS TYPEP'FIXTURE5 AS REOUIRM TO MAINTAIN 02 FC, ACROSS ErPE55 PATH. D. CONTRACTOR SHALL NORK V41TH COMMISSIONING AGENT TO VERIFY 0.2 Fi-, 15 ArHIEVEV ALM EC-RE55 PATH. E, CONTRACTOR 94ALL INSTALL HL5 TYPE P'FIXTURE5 PER TEMPO SHOP DRAKN55 NTH ENGINEERS COMMENTS. F. REFER TO ARCHITECTURAL DETAILS FOR AISLE LIGHTING MOUNTING AT STAIRS. 6. EACH FILS FIXTURE SHALL HAVE ITS OM HOMERUN BACK TO THE BOOTH. CONNECTIONS TO W143INE MULTIPLE HL5 FIXTURES ON A SINGLE DIMMER 544ALL OCCAR IN THE HL5 HIREWAY IN THE BOOTH. 14. KALL RECEPTAaE5 SHALL BE INSTALLED ABOVE ANY USHER LIGHTING WERE RECEPTACLE HEIGHT 15 NOT NOTED ON PLAK5, INSTALL AT 24' AFF. 1. K8,LL MOUNTED USHER LIGHTING SHALL NOT 13E INTERRUPTED BY AW NEN OR EXISTING RECEPTACLES. REVIEN NEN LIGHTING HEIC+rS ON PLA16 AND RAISE ALL EXISTING RECEPTACLES ABOVE N54 USHER LIGHTING. OELECTRICAL PLAN NOTESo 1. KALL L16HT - NEN WALL LIGHT. No MC CABLE ALLOJ�IEP. MOUNT AT HEIGHT AS NOTED ON PLAN, 2. CEILING K-5 EGRESS LIC41T - INSTALL NIEN 6EILIN5 HL5 EGRESS L16HT RRN15WD BY TEMPO. MANUFACTURER SHALL ADJUST THE OPTIGS OF THE L 6KT FIXTURE MODULE TO ACHIEVE 0.2 FrI ALONG ECIRE55 PATH. LIUN6 SHALL NOT HIT SEATS. INSTALL HOUSE LIGHTING FIXTURES K5) PER SHOP PRANIWz6 AM B49INEERING COMI-04S. PROVIDE DIMMING ZONES AS INDICATED ON PLANS. REFER TO PLAN NOTE #5 ON SHEET El FOR DIMMER LOCATIONS AND L16"NG CONTROLLER 51-WMTIG ON SHEET EE, FOR MORE INFORMATION. PROVIDE CONDUIT FOR HLS LIGHT FIXTURES. 3. KALL LIGHT DIMMER - INSTALL DIMMERS FURNISHED BY A15LE LIGHTING M,6,�UFA611)RER. PROVIDE IN 4X4 JJNCTION 13OX LOCATED DIRECTLY A50VE UG-[ER LIGHT. DIMMER5 514ALL 13E CIRCUITED fNLINE KTH 11-E L6HER LIGHT. 4. ELECTRICAL CONTRACTOR 5RALL PROVIDE CONDUIT AM HIRING Projection BETHEEN JWTION BOX IN AUDITORIUM AID TRANSFORMER IN BOOTH. JUNC,11ON 13OX SHALL BE MOUNTED DIRECTLY ABOVE TI-E USHER LIGHT. luipment Room FF4E CONTRACTOR SHALL PROVIDE FIXTUPE5 AND Yq]PJW, IN AUDITORIUM. 413 1 REFERENCE LIGHTING CONTROLLER SCHEI-IIATIC ON SHEET ED FOR MORE INFORMA'nok W, CABLE 15 NOT PERMITTED. 5. KALL AND EVLLN05E LIGHTING TRANSFORMER - INSTALL TRANSFORMERS FLRN15WP BY A15LE LIGHTING MANUFACTURER. REFERENCE SHEET El FOR TRANSFORMER LOCATIONS. 6. ADA LIGHT - KAM ILLUMINATED HANDICAP MONOGRAM ON KAU BEHIND ADA LOCATION. 1. CEILING HI-S E6RE55 LIGHT TRACK - CONTRACTOR SHALL FIELD MODIFY LIGHT FIXTURES TRACK AS SHOM TO PREVENT CONFLICTS YIITH SPEAKERS, OTHER LIGHT FIXTURES, GRILLES, AND OTHER rEILING ITEIMs. AISLE LIGHTING SYMBOLS -n&- USHER INALL LIGHT - IMAX 13LUE LED -13- BULLN05E - IMAX BLUE LED (rOP), NO LED (FRONT) -C-e- BUU105E - DUAL GRAY STRIPE -2�- FLOOR L16HT - IMAX BLUE LED (TOP) -I- TRASH NICHE LIC44T - IMAX 13LUE LED ILLUMINATED HANDICAP MONOGRAM. REFER TO ARCHITECTURAL DRAKN95 FOR MONOGRAM NUMBER 60 RISER LIGHT - IMAX BLUE LED Jia SEAT L16W - IMAX BLUE LED AISLE LIGHTING XFMR WIRING LEGEND TRANSFORMER I - AVA, R15ER 1-161417, SEAT LIGHT, BULLNO51E, AND RUNINAY LIGHTING TRANSFORMER 245 - AUDITORIUM BACK 4 SIDE UbHER LIGHTING AND CORNER LIC44T TRANSFORMER 445 - VOMITORIUM USHER LIGHTING 4 TRASH NICHE Auditorium Low Voltage New Work Electrical Plan Scale: 1/4" = l'-U' RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER =:F THE LINES TO THE LEFT ARE NOT IN COLOR, TI-IEN 50ME NFORRA11ON 15 INCOMPLETE OR MISLEADING. COLORED LINES — INDICATE MICH TRANSFORMER 15 FEEDING AISLE LIGHTING. 1 4 15 1 6 1 7 1 8 1 9 110 Ili 112 1 13 114 115 1 16 117 1 18 119 1 20 121 122 123 24 E 0).4 Cc a) C � ca to c: tm 0 C ct) mignon 0 C'j ICU to Im C: to r 19 to < MEP lfzLLJ LLI z MM11 HOSS& BROWN EJ 11205 West 79th Street Lenexa, Kansas66214 913.362.9090 1 mail@h-be.rom H&B Project Number: 1920617 Mass & Brown Engineers 2019 Structural PMAI Engineeiing 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www. p ma an 9 Ineer I n g.co rn PMA Engineering, 2019 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright @ 2019 American Muffi-Cinema Inc. ISSUED FOR: 9-1n, ber2019 REVIEVVED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of TuW1 a BUILDING DIVISION I'm*' Number, 2019.344 @ Copyright 2019 3 1 PROJECTION BOOTH AUDITORIUM SUB BASS 1 13-1 UNIT 1 (1 PAIR) IMAX 250038 I0AWG 1 PAIR, OVERALL JACKET TERMINATE CONDUIT 2- ISOMM) BELOW FINISHED CEILING IN UNIT 2 (WIRED IN PARALLEL) PROJECTION ROOM ABOVE AUDIO RACK. TAIL OUT ALL CABLES SUBBASS1 20' (6m) FROM CONDUIT END IN PROJECTION ROOM. 13-2 UNIT 3 (1 PAIR) [MAX 25OD38 10AWG 1 PAIR, OVERALL JACKET UNIT 4 (WIRED IN PARALLEL) IN AUDITORIUM TERMINATE CONDUIT BEHIND SCREEN FRAME AT 2" HALF THE SCREEN HEIGHT, TAIL OUT CABLES #13-1, 13-2,13-3. SUBBASS2 13-3 UNITS (1 PAIR) IMAX 250038 10AWG 1 PAIR, OVERALL JACKET AND 134 3W (9M) FROM CONDUIT END IN AUDITORIUM. UNIT 6 (WIRED IN PARALLEL) SUB BASS 2 UNIT 7 (1 PAIR) IMAX 25OD38 I 0AWG I PAIR, OVERALL JACKET UNIT 8 (WIRED IN PARALLEL) 2 5 R RIGHT SPEAKER IMAX 250038 10AA`G 1 PAIR, OVERALL JACKET ill TE MINATE CONDUIT T (50MM) BrLOVJ FINISHED CEILING IN ,(�4 (JEAR PAIR) PROJECTION ROOM ABOVE AUDIO RACK AND IN AUDITORIUM ABOVE REAR SPEAKERS. TAIL OUT CABLES 20'(6%1� AT BOTH REAR LEFT SPEAKER ',,�43 6 (1 PAIR) [MAX 250038 10A',','G 1 PAIR, OVERALL JACKET ENDS. 7 SIDE LE 3PEAKER IMAX 250038 I0AWG I PAIR, OVERALL JACKET TERMINATECONDUI 2- (50MM) BELOW FINISHED CEILING IN (I PAIR) PROJECTION ABOVE AUDIO RACK AND IN AUDITORIUM ROOMT ABOVE SIDEWALL SPEAKERS. TAIL OUT CABLES 201(6M) AT BOTH 8 SIDE RIGHT SPEAKER (1 PAIR) ]MAX 250038 10AWG I PAIR, OVERALL JACKET ENDS. 9 FRONT LEFT CEILING SPEAKER(IPAIR) 250038 10AWG I PAIR, OVERALL JACKET 0� 9 _'MAX FRONT LEFF CEILING IMAX 107822 1012 TWISTED PAIR HIGH FLEX I'FLEX SPEAKER (I PAIR) AUDIO CABLE FOR TERMINATION SEE IMAX RIGGING SPECIFICA71ON 107660-IP. IMAX SPEAKER CABLE WILL TERMINATE AT AN ACCESSIBLE J-BCX 10 FRONT RIGHT CEILING SPEAKER (1 PAIR) ]MAX 250038 110AWG I PAIR, OVERALL JACKET FLEXIBLE CONDUIT TO SUIT LIFT SYSTEM WILL CONNECT SPEAKER TO J-BOX FRONT RIGHT CEILING 10/2 TWISTED PAIR HIGH FLEX q� 10 SPEAKER (I PAIR) IMAX 107822 AUDIO CABLE I'FLEX FOR SYSTEMS WHERE CEILING SPEAKERS ARE STATIC: RUNS 46, 11 REAR LEFT CEILING SPEAKER (1 PAIR) ]MAX 25OD38 I0AWG 1 PAIR, OVERALL JACKET 1. 11 REAR LEFT CEILING IMAX 107822 10/2 TWISTED PAIR HIGH FLEX I -FLEX SPEAKER (I PAIR) AUDIO CABLE 47,48, AND 49 ARE RUN DIRECTLY FROM THE [MAX AUDIO PACK TO THE SPEAKER CABINET AND RUNS 46A 47-A, 48A AND 49-A 12 REAR RIGHT CEILING 49 SPEAKER (1 PAIR) IMAX 250038 IDAWG I PAIR, JACKET ARE NOT REQUIRED. 12 REAR RIGHT CEILING MAX 10782211012 TWISTED PAIR HIGH FLEX 7�� SPEAKER (I PAIR) AUDIO CA13LE (CABLES FURNISHED BY IMAX UNLESS OTHERWISE STATED- INSTALLATION BY CONTRACTOR) RUN CABLE CABLE/ WIRE CONDUIT REF. ID DESCRIPTION TYPE DETAILS SIZE FURNISHED BY 31 IMAX SOUND RACK TO I I- FLEX FLEX CONDUIT FOR CONTROL FURNISHED IMAX PROJECTOR SYSTEM CONTROL (INSTALLED BY IMAX) BY IMAX SHOW CONTROL OWNER TO SUIT TO SUIT OWNER SHOW CONTROL OWNER TO SUIT TO SUIT OWNER G) FIRE ALARM CONTR. TO SUIT TO SUIT CONTR. CONNECTION TO INTERNET OWNER TO SUIT TO SUIT OWNER 24 33 (SOUND RACK TO CATS TO PLENUM NOT ]MAX - CONSOLE) REQUIRED 35 RIGHT TUNNING MICROPHONE , P PLENUM RATED, 22 AWG 1/2' IMAX CABLE (AUDIO RACK TO MIC.) I PAIR, SHIELDED LEFT TUNNING MICROPHONE 36 CABLE RACK TO MIC.) 9451 P PLENUM RATED, 22 AWG 112" IMAX (AUDIO I PAIR, SHIELDED SCREEN SHAKER CONTROL CATS TO PLENUM 112, [MAX CAE31NET TO ELECTRICAL RACK NOTES: 1) ALL SIGNAL AND POWER CABLES TO BE SEPARATED BY A DISTANCE OF 12'. 2) DO NOT SPLICE SPEAKER CA13LE RUNS- (10W OF CUSTOM SPEAKER CABLE SUPPLIED BY IMAX IN I X 1OW ROLLS) 3) PROVIDE INSULATED BUSHING OR COLLAR AT SPEAKER CONDUIT ENDS. 4) UNLESS OTHERWISE NOTED OR APPROVED BY IMAX, NO CONTROL CABLE MAY EXCEED IW (30M) IN LENGTH. 5) ALL CONDUITS IN CONTACT WITH AUDIO RACK MUST BE ELECTRICALLY ISOLATED FROM THE BACK BY INSULATED FITTING. Low Voltage IMAX Equipment Electrical Riser Scale: Not To Scale i-BOX BY [MAX IN PROVIDE WA EX15TINIS, BOX 15 ED VERIFY. 5RAKLR ur1rR L CABINET RECEIVED CITY OF TUKWILA OCT 2 8 2019 PE.7afOnT CENTUrl A I r I r 1 7 1 1 in 1 11 1 12 1 11 114 11.5 1 ifi 117 fig I iq 120 1 21 122 1 23 1 24 E to 0 c: 2 a) Bonn= cv) ON C', CO 0 C: s 2 mintam 0 A ca 16 r MEP LU ULI z 0 z lfz� Imn 11 — HOSS &BROWN El 11205 West 79th Street Lenexa,Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 (9) Hose & Brown Engineers 2019 Structural PMAI Engineeling 6717 Sh 0 wnee Mission Pkwy Suite , 00, Overland Park, Its 66202 P: (913) 831 �1 262, F: (913) 831-0148 www.Prnae " g Ine art n g. c o rn PMA Engineerin 0 2019 Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright @ 2019 American Mutfi-Cinerna Inc. ISSUED FOR: Permit 23 October 2019 [ REVIEWED FOR - ' fl' , CODE COMPLIANCE V APPROVED I NOV 2 2 2019 CitY Of Tukwila BUILDING DiVi.qir)ri Project Number 2019.344 @ Copyright 2019 IMAX COMMERCIAL LASER SYSTEM POWER SUPPLY CABLING CHART RUN DESCRIPTION WIRE/ CABLE NOMINAL VOLTAGS RATING WIRING TYPE WIRE GAUGE MINIMUM SIZE CONDUIT SUGGESTED CONDUIT REF. SUPPLIED BY RANGE AWG POWER PANEL TO 4CONDUCTOR PROJECTOR HEAT CONTRACTOR 208 V 20A (LI, L2, L3, TG) 12 REJECTION EQUIP. #1 POWER PANEL TO 4CONDUCTOR PROJECTOR HEAT CONTRACTOR 208 V 20A (LI, L2, L3, TG) 12 REJECTION EQUIP. #2 1 POWER PANEL TO IMAX J-BOX CONTRACTO, R 208 V 40A 4 CONDUCTOR (1-1, L2, L3,TG) 8 1 1. ]MAX J-BOX TO 6/5 S00WCABTYRE PROJECTOR IMAX 208 V 40A (1-1, L2,L3, TG) 6 NR NR SEE NOTE 3 G) POWER PANEL TO CONTRACTOR 208 V 50A 4 CONDUCTOR 8 1. 1. ELECTRICAL RACK TYPE D ( L1, L2, L3, TG) POWER PANEL TO TYPE D BREAKER CONTRACTOR 208 V 100A 4 CONDUCTOR ( L1, L2, L3, TG) 2 117 ELECTRICAL RACK TO THROUGH IMAX 208 V 15A 1 413 SODW CA13TYRE 14 11* IMAXJ-BOX (L12,LI3,TG) TO KLIP ELECTRICAL RACK TO CONSOLE [MAX 208 V 15A 1413 SOOW CABTYRE (1-1. L3, TG) 14 NR NR CONTROL POWER PANEL TO TRANSDUCER RACK CONTRACTOR, 20 V 20A 3 CONDUCTOR (1-11 L2, BG) 12 - 2 TErHNICAL PO�;ER C-IROUND PANEL (FM TG BG BUILPINr 208V 6ROIJ1140 60 Hz PANEL 00�0 5 PHA' E 4 VIRE 208V TYPE 0 BREAKER LOCATED IN CROUND W 14z HIN6ED ENCLOaRE 3 PHASE 4 Y41RE 4a 5OA/3P 2OA/3P 2OA/3P 2 2OA/3P Rffi9;Z TO 5HEET E2 FOR---' PANIEL AND CIRCUIT /W CH-2 PROVIDE NEMA I INST PROJECTOR HEAT LOCK RECEPTACLES (TYP) RE-15rTION EOUIPMENT (RRN15HED BY IMA>O k 1 1 ') I q I A I tz' I r, 1 7 1 A -179 TECHNICAL OROUND: THE [MAX PRO-EGTION AND 5OUIND SYSTEM M105T ONLY BE C-ROLINDED U5lNj5 A SEPARATE DIRECT TECHNICAL 6ROUND. TH15 15 TO MINIMIZE P0551BLE ELECTRICAL NOISE BEGOMINE, ADDIBLE AND / OR PRO=IW5 SPEAKER DAKN61145 SPIKE THE SOURCE OF THE TECHNICAL 6ROUNI? M(6T BE DIREG TLY CONNECTED TO BUILOI% INCOMIN6, POIfR 5OU1lZCE 6ROUND POINT. THE TECHNICAL 6ROUND HIRE HJ5T NOT BE 514ARED BY ANY OTHER EGUIR-ENT *SEE REFERENCE DRANIN6 IN5-Rr-O4q0 NOTEt 1) ALL 516HAL AND PokER CABLES To BE SEPARATED BY A DISTANCE OF 50Ornm. 2) ALL 6ROUNI;6 SHALL 13E MADE IN ACCORDANCE NITH APPLICA13LE LOCAL CODES. 3) NBJTRAL FROM 3a 15 NOT CONNECTED IN 'J-13OX'#1 (ONLY LUD FOR MEN VOLTA6E) SHOULD BE TERMINATED IN THE 'J-BOX'. 4) CONDUIT 4 HIRE SIZE TO 13E ULTIMATELY BE DETERMINED BY 51TE CONDITIONS AND LOCAL COVES SEE TECHNICAL 6ROUND NOTE ABOVE -J.MTION E30X #3 PN 102555 FURN15HED BY IMAX MAIN AUDIO RACK 5M5 CONTROL COW50LE (RJRN15HED BY IMA>Q (RRN15HEO BY IMA.X) iLine Voltage Riser Scale: Not To Scale 1 12 1 13 114 1 15 16 17 6T LASER PROIECTORS (rURN15HED 13Y IMAYJ THEATRE BEHIND SCREEN FRAME 20A NEMA I THIST LOCK RECEPTACLE HM15HEP BY IMAX POHR CAORD RRN15HED BY IMAX E 0 r 0 2 0@ cc —!2 00 in E2 �2 0) C 0- 0 a) L) C M am= r cc ca MEP HOSS &BROWN 0 11205 West 79th Street Lenexa, Kansas 66214 913.362.9090 1 mail@h-be.Gom H&B Project Number: 1920617 @ MOSS & Brown Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite 100, Overland Fork, KS 66202 P: (913) $31-1262, F: (913) 831-0148 www.pma 0 ngineering.com PMA Engin . a r Ing, @ 2019 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Multi -Cinema Inc. ISSUED FOR: Permit '8 gate er 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION Pmject Number 2019.344 @ Copyright 2019 LIQHTINQ CONTROLLER #1 ROOM CONTROLLER AT BOOTI-1 KWON (AVITORIUM) OFF&E DETAIL NOTES. LMRC-IOI 1. PRCVIDE LON VOLTACE LIC+ITING, AS SPECIFIED ON PLANS. -JNC 2 PROVIDE NIRIN5 FOR LED L16HT5 DOK,6TREAM Or J TION BOX. POINER PROVIDE RELAY IN— -(DR- NBMA I HIN9ED OELECTRICAL DETAIL NOTES - ENCLOSURE 1. 120V FEEDER - PROVIDE POVIER TO POKER SUPPLIES. 2. INSTALL FOMR SUPPLY 5. PROVIDE AINGTION BOX AND BLANK COVERPLATE FOR LON VOLTA6E PBA LICA-ITINCS. PROVIDE 3'-0' COIL OF CAONDUCTORS, FOR CONNECTIONS BY 14 rF,fE CONTRALTOR. REFB;OCE AIVITORIL" LOY4 VOLTAGE PLAN 5HEET5 E4 AND E5 FOR JUNGTION BOX LOCATIONS. LOCATIONS, AND QUANTITY s LINE 1/0LTArE s LINE VOLTA6E s LIKE V0LTArE s LINE VOLTAGE (D s LINE VOLTA5E ARE SCHEMATIC. PROVIDE JUNCTION BOXES, A6 N5rE55ARY FOR A D DIMMING, DIMMIN5 DIMMIN61 DIMMIN6 DIMMIWI COT-IPLETE INSTALLATION. 5NITCH 5NITCH 5NITCH 5NITCH 5KTCH L PROVIDE 120V CIRCUIT AS SHOW SEE HEN KORK PLAN ON SHEET El FOR CIRCUIT "[11,113M 5. ROOM WNTROLL13Z - PROVIDE YiATT5TOPPEP ROOM CONTROLLER ELEC- CONT. ELEC. CONT. ELEG. CONT. ELEG. =CORT R F6. cow. MODEL LMRCIOL REFER TO WA BOOTH PLAN ON 5HIEET El FOR LOCATION. rF4E XFMR FF4E FF4E XFMR XFMR FFSE CONT. 1� TI T2 T3 T4 t T5 J b. INSTALL LINE VOLTA6E ROCKER DIMMIWS 5NITCH SUPPLIED BY A15LE L*HTING MANUFACTURER ADJACENT TO POVER SUPPLY IN BOOTH. PROVIDE CLEAR LOCKA13LE COVER 13Y HUBBELL, MODEL MM410C, OR FF4E CONT FF4E cot FFtE CONT. FftE CONT.t,� FFIE 51MILAR PROVIDE ZIP TIE ON 0OVER AFTER LICMT LEVELS ARE SET 13Y 60 ELEr.. CO ELEC. CONT. C COMMISSIONING, A5ENT. IT Lr;) ELEG� IONT F1 FC CONT . 4-0 4-0 4-0 1. PROVIDE LO?i VOLTA6E CABLES IN 3/4' CONDUIT FOR AISLE AND STAIR ELE,. 'TtL�4 )J It L L It rj L �j 3 �j f - L LIC+iTIN(5 UPSTREAM OF -lUNCTION 13OX IN AWITORIUM. LAND rj rj CONDUCTOR.5 ON LOY4 VOLTAbE TRAN5FORMER. MINIMUM rONDUOTOR SIZE 15 #12 COPPER, EY13ZY BRAWN HOT CONDUCTOR FROM X TRANSFORMER SHALL BE A DIFFERENT COLOP- ALL COMMON NTI ELE ELE r 12 CO', HT ELE. CO E— -1 �ONT. �W CONDUCTORS SHALL BE KiITE. FF4E CONT It T 6ONT. "E 'C' O'T. 8. INSTALL LINE VOLTA&E ROCKER HL5 DIMMINS, 5NITC44 SIMIED By 2 2 PFI� T1 TEMPO IN BOOTH, REFER TO NBi NORK PLAN ON SHEET El FOR J, J, J. J, J, J. J, J, J. J, J, J, J, J. J. J. J, J� I LOGATION. INSTALL -UNCTION 13OX EXTENSION Ct)VER AND BLANK C49VER PLATE RM15HED BY TEMPO TO ENSURE DIMMING, P051TION 15 NOT CHAWAD AFTER PROJECT CL05EOUT q. INSTALL SURFACE MOUNTED HL5 L16K RAZN15HED 13Y TEMPO ON IN M W L2 c� K, o� AUDITORIUM CEILIW, AND POkC-P- 01 2 10. LIC-Wffir, CONTROLLER - PROVIDE DIVTAL ZONE CONTROLLER 141TH �b rL a� - i !R N V W �E > > > HOLIDAY SCHEnll-E BY KA115TOPPER, MODEL LMZC-301 LOCATED IN (D (D (D 0 (D (D (D 0 (D (D (D (D (D (D 0 (D (D (D G) PROJECTION BOOTH. COORDINATE SCHEDULE Y6TH ONNER. REFER To NEN PIORK PLAN ON SHEET El FOR LOCATION. 11. PROVIDE LOY4 VOLTA61E DATA CABLE. Nr, CONTROLLER #2 PSA 2. FROLLER - PROVIDE MTTSTOPPB;Z ROOM CONTROLLER CONTROLLER AT LINE LINE LINE LINE 16 L" LINE ZC-101. REFER TO MEN ENTRY PLAN ON SHEET E4 FOR ENTRY NL (Er PROVIDE RELAY IN� NEMA I HIN6ED NN LL4ZC-3OI VOLTA6E S S VOLTA15E VOLT S VOLTA6E S VOLTA15E 6 LOCATION. LMRC-101 ENCLOSURE DIMMING, DIMMIN6 D'MM HS DIMMING, F oil DIMMIN`5 15. DIMMER - PROVIDE DIMMER IN PROJECTION BOOTH BY LVTRON, MODEL 5NITGH 51,41TCH SlqlTrH 5N'T' 5NITCH OVELV-30OP-M. PROVIDE CLEAR LOCKABLE COVER 13Y HUBBELL, MODEL MM410G, OR SIMILAR PROVIDE ZIP TIE ON COVER AFTER LI6HT LEVELS ARE SET 13Y COMM15510NIW, A601717. 14. LIC+MN6 CCNTAC�M - PROVIDE I-I&I-ITIN66 CONTACTOR AND INSTALL DIMMINCI ADJACENT TO LIC*MIV, CONTROL DEVICE. 2-POLE CONTA6TOP SHALL EFERCEV-Y POY-ER DRIVER 13E SMAPE-0, MODEL# bqO31-602VO2. EL qA EN LI6HT FIXTURE 15. -0 - PROVIDE LOPq VOLTAC-E DIMMER IN FROJECTION - 120V 120V (NORMALLY DIMMED) BOOTH 13Y KATTSTOPPER, MODEL LmS14-105. PROVIDE CLEAR LOCKABLE LINE VOLTA6E S (9) HL VESTIBULE ZONE #1 120V cl COVER BY HUBBELL, MODEL MM410r, OR SIMILAR PROVIDE ZIP TIE ON COVER AFTER LIC44T LEVELS ARE SET BY COMM155IONIN6, A6ENT DIMMIN61 (PBA I 5NITCH I K-11TE COVE 6 120V NN BLUE COVE EPI ELCU EN 16. ENTRY516H AM COVE LICW FONER - PROVIDE RBrE55ED JUNCTION LIC+MN6 = LICOTIN61 NN 13OX FOR ENTRY SION AID COVE LIC-HT PONER. 7 165— TEST 5NITCH 'f--rAP (FYPJ -- IMAX 516N % EM5ZCi!,IGY L16+M7 AISLE LIGHTING XFMR WIRING LEGEND CONTROL UNIT. REFER TO PLAN NOTE #13 ON nZAN5FORMER I - ADA, RISER LIC+IT, SEAT L16FM 5FEET E4 FOR LOCATION. BULLN05E, AND RUNPIAY LIC-HT11,16 TRANSFORMER 245 - AWITORILM BACK 4 51DE USHER LI&fTS L16HTINO (AUDITORIUM) TRAW5FORMER 445 - VOMITORIUM USHER 1-1,51-ITINS 4 LE(5END TRASH NICHE NL - NORMAL LINE ZONE; ZONE: 7-2' ZONE: 'Z-3' ZONE: 7-4� 120V CONTROL NN - NORMAL NEUTRAL M55 - NORMAL 5NITCHED SENSE EL - EMER6EWY LINE EN - EMERCIENCY NEUTRAL F TIE LINES TO THE LEFT ARE NOT IN COLOR, THEN 501-IE EPI - EMER65ENGY POPER IN —:NFORMATION 15 INCOMPLETE OR MISLFADIN6. COLORED LINES EPO - EMERCer,( FOVIER CUT INDICATE MICH TRAI,15r� 15 FEEDIN65 AISLE LIGHTIN6. Lighting Controller Schematic Entry/Vestibule Lighting Controller Schematic Scale: Not To Scale 2 Scale: Not To Scale IMAX LIGHT FIXTURE SCHEDULE LAMP DATA TOTAL QUAN. TYPE MARK MANUFACTURER MODEL BALLAST TYPE VOLTS MOUNTING WATTS DESCRIPTION NOTES A TEMPO 330651<2-51--B I LED DRIVER 12 INALL IK/rt WALL LIGHT (IMAX BLUE LED) 1,3 13 TEMPO 2512051-BYVXX04 I LED DRIVER 12 FLOOR 025N/ft TOP LED BULLN05E (IMAX BLUE LED) 3 G TEMPO 2300 5ERIE5 - FLOOR - BULLN05E V41TH CRAY TREAD STRIPE I D TEMPO 211bBKI-BT I LED DRIVER 12 FLOOR 7E.-33N/fi CARPET TRAN51TION / RAMP DROP OFF (IMAX BLUE LED) 3 E TEMPO 2000 SERIES, FLOOR - CARPET TO FLOOR TRANSITION 6 TEMPO 2111313KI-51' I LED DRIVER 12 FLOOR 0331q/ft R15ER LIC-HT (IMAX BLUE LED) 3 H TEMPO 3401-BK-IE3-12 I LED DRIVER 12 KAU 0.5 SEAT 1-161-IT (IMAX BLUE LEP) 3 IHM TEMPO IOOOBK-2-12-B LED DRIVER 12 FLOOR 03 ILLUMINATED HANDICAP MONOCRAM (IMAX BLUE LED) 3 J - TEMPO 33Ob8K2-BI- I LED DRIVER 12 KALL IK/ft TRASH NICE L16W (MAX BLUE LED) 3 M JUNO MOIL(52-5K-FL I LED DRIVER 12 PECE-55M 4b FLOOD BEAM DOM LI&HT 2 PXX TEMPO I LED DRIVER 12012-N CEILIN(5 101b BLACK SURFACE MOWED FIXTURE (IMAX BLUE LED) 5.4 NOTESs 1. 2. REFER TO PLAN5 FOR MOUNTIN6, HEISHT. EL PROVIDE TRAW55FORMER. MODEL # TI-602E. FIN15H OF FIXTURE TO MATCH GEILIN6. FOR FIXTURE MOUNTED IN AN EX15TIN(5 CEILIN6, FIELD VERIFY EX15TIN6 CEILIN6 COLOR FOR FIXTURE 1-� IN A NEEN 61511-11,16, REFER TO ARGHITEGTUPAL DRANIN56 FOP CEILIN6 COLOR 3. THE NOMINAL RANOt-1ETER k[AVELEN6TH FOR IMAX BLUE 15 465NM, b 1 0 4, 'XX" DENOTES MANUFACTURER BAFFLE HE16HT TYPE, -L' DENOTES, LANDIN6 FIXTURE. "N' DENOTES NARROV4 5PREAD FIXIIURE. DENOTE5 5QUARE 5PREAD FIXTURE. "-A' DENOTE5 ARTIGULATIN6, HIN6FD FIXTURE RECEIVED GENERAL NOTESs CITY OF TUKWILA A. PROVIDE ALL REQUIRED ACCE550PIE5 FOR A COMPLETE INSTALLATION. B. CONTRACTOR 514ALL 5OLICIT PROP05AL5 FOR L16HT FIXTURE5, LAMP5, P01,1ER D15TRIBUTION 5(5TB-i, AND DIMMIN6 5Y5TEM FROM OCT 2 8 2019 PRE-OUALIFIED 54JPPLIER: RON DOYLE AT LG NIDENBACH-BROHN. ADDRE55: 3160 PR05PEGT AVE. YORBA LINDA, CALIFORNIA q255b. PHONE: 114-501-21qq x522. EMAIL: AMG5UPF`ORT@Yi5LI6HT.COMI. E '0' ca -a C: tM (D .0 J�9 2 in Im"1210111 7�j 0 tm cc Cq 03 0 .0 C Co Emmm to r cc 2 C5 MEP Ln U w z W HOSS &BROWN El 11205 West 79th Street Lenexa, Kansas 66214 913.362.9090 1 mail@h-be.com H&B Project Number: 1920617 @ Hoss & Brawn Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com PMA Engin . erin g 2019 Southicenter 16 - Auditorium #1 Renovation 3600 Southcenter Mail Tukwila, WA 98188 AMC Entertainment I 1500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Mufti -Cinema Inc. ISSUED FOR: Perrm . 23 October 2019 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVIRlnm A g F; 7 A 12 113 114 F-1� 151 1 9(l 191 1 99 1 9-q I ')A Protect Number 2019.344 @ Copyright 2019 I 1 1. 40 4A 46 In L A MAIN 5NITCHBOARD 11DP:'UzT-R) RISER NOTES; 2500A, 2714WV, 3F,414,114 1. BREAKER - PROVIDE IOOA BREAKER IN 015TPAEYJTION BOARD tOPI'A5 7 5HOM TO SERVE NEiq PANELIMAX BREAKER SHALL 13E LOrKABLE PER NEC, 110--6. 1200A 1200A 2. EKISTIN6 PANEL MA! - REMOVE LOAD5 AS REGUIRED BY DEMOLITION. 5F' 5F 1PDATE PANEL CARJ�'.. EX15TIN15 ELECTRI(�AL UTILITY 'Z; FEEDER SCHEDUM IOOA, (4) #1, #5 & IN 1-1/2' G. a-IR-) EX15TING TO FEMAIN I TO 'HDP2' P�5-1�115JTION EOA�RDW��!" �ETR) 2TT1480V, 5FH, 1,N 600A &OA ICOA 600A 250A 50A 150A 5P FF OF 3P 3P 3P 3P 0 ELEV PNL, 'PNL' RTJ-2 RTU-1 RTU-I TLA HPA ERV TX -I --J 400 rVA 015TRIEWION 30AFD LFF-I" (E-,R) 000A, 120120511, -3FH, 4H IOOOA 25A �25A 12�A 125A 150A 225A 125A 1��OA 00A 00A 200A 200A 125A IOOA 5P �p 3F 3P 3F "P 3P 3P 3P 5P 3P 3P 3 P 3P SPARE, SPAPE PNL fMAX PNL P N, L PNL PNIL PNL PNL 1, PNIL PNL PNL PNL ?NL IOOA MLO 'PlA' 'PlT' 'P2A' 'PBA' 'PBB' 'PBC' 'PBD' 'PBE' 'DA' 'DC' 'CONN' 208/120V 5PH/4Y4 [a POLE BOOTH Electrical Riser Diagram Scale: Not To Scale REVIEWED FOR CODE COMiPLIANCE APPROVED NOV 2 2 2019 City of Tukwila BUILDING DIVISION LOAD SCHEDULE Panel Tog OCIRD Amps V/PH ExIsUng Demand Added Demand Catemiated Demand Overloaded (YIN) MDP 2500 A 4bO13 10162h A 113 A Iq13.q A N HOPI 1200 A 4150/3 q56313 A 113 A q61.68, A N LDPI 1000 A 205/3 12q.54 A 26 A 155.b4 A N PEA 125 A 205/3 115 A -15 A q1 A N IMAX 100 A 2OW3 0 A 44 A 44 A N - EX15TINS DEMAND K45 DETERMINED FROM GOW.7RIr_TION DOCWENT5 DATED IA5/2OOT PANELIMAX DESCRIPTION. 1OOA 100% Neutral Bus MLO 10 kA1C RATIING VOLTAGM 120/208V, 3PH, 4 WIRE TOTAL CONNECTED LOAD. lSkW- 41A DEMANDED LOAD CONTINUOUS. 1SkW0 "A NO LOAD (W) LOAD DESCRIPTION AMP PSIZEPHSIZEP AMP LOAD DESCRIPTION LOAD (W) NO I I Iq2I PRO-JECTOP HEAT 3 20 A 20 2 5GREEN SHAKER 1664 2 3 Iq2I RE.ECTION EOUIPMENT - - a - - CABINER Ibb4 4 5 1-121 #1 - - C 20 0 6 '7 Iq2I PROEGTOR. HEAT 20 A 20 1 SPARE 0 b q Iq2I REX-GTION EGUIR-IENT - 0 20 1 5PARE 115PARE 0 10 11 1 1 #2 - C 20 0 12 �52 ! 20 SPARE i5PARE 1 20 A 20 1 0 14 1 20 IS 20 1 ISPARE 0 16 1-1 1 0 15PARE 1 20 C 20 I PANEL PBA (EXISTING) DESCRIPT101% 125A 100% Neutral Bus MLO all Double Lugs 10 kAIC RATING VOLTAGE. 120/20OV, 3PH, 4 WIRE TOTAL CONNECTED LOAD# 3lkW- 87A DEMANDED LOAD CONTINUOUS. askw- aPA NO LOAD (W) LOAD DESCRIPTION AFAP P SIZE NIP P�IIIZE LOAD P DESCRIPTION LOAD (W) No 1 4804 SPARE (PRv. Amo RAW 3 100 A 1 20 1 LT6 CONTROLLER #I-AUP 180 2 3 4804 - - - B 60 1 SPAPE 0 4 5 4804 - - - C 20 1 LTr, roNTRoLLER #2-EmTRY 500 1 10,50 AUDITORIUM REGPT 1 1 20 Al 20 1 EF-5 Tb 6 q 0 SPARE 1 1 20 13 1 20 1 IPF0,J NORKL16HT bo 1 10 11 0 15PARE (PPV AUTOMA5K) 1 1 20 G 1 20 IJRE(,LPrAG1_E5 120 12 13 0 SPARE 1 20 Al 20 11 Ai5LE LI&KIN6 500 14 15 0 SPAIRE 1 20 13 20 1 A15LE L16WIN(5 500 16 1_7 100 INVERTER 1 20 6 20 1 SPARE (PRV. OTL6) 0 lb Iq 0 SPARE (PRV LEFT 3 30 A 30 3 SPARE (PRV. R16HT 0 20 R) - - E3 - - PRO.ECTOR) 0 22 23 0 - - - 6 - - - 0 24 25 3545 IMAX LASER PRX-OTOR 3 40 A 20 1 MW. EQUIPKENT FEGPT 150 26 "1' - - - E3 20 1 M150. EGUIPMENT REfP`T 2D 201 1 T84-1- 1 _- 1-1 - Jr-1 20 111 MIS(- EQUIPMENT RECPT IDO 30 PROVIDE NI!M BREAKER AS INDICATED. 14 115 116 117 118 119 120 121 1 22 1 23 1 i4 E2 E (D '01 Ca 0) �: ca C r Q> - cm '0 co J�9 2 0) to a 0 c%J OD to 0 0 0 C: 7E area= MISSED 49 0 t5 MEP U.] W z T5 z He�� 1001 W'n HOSS &BROWN El 11205 West 79th Street Lenexa, Kansas 66214 913.362.9090 1 mail@h-be.carn H&B Project Number: 1920617 Mass & Brown Engineers 2019 Structural PMAI Engineeling 6717 Shawnee Mission Pkwy Suite 100, Overland Park, KS 66202 P: (913) 831-1262, F: (913) 831-0148 www.pmaengineering.com PMA EnSil ering, @ 201? Southcenter 16 - Auditorium #1 Renovation 3600 Southcenter Mall Tukwila, WA 98188 AMC Entertainment 11500 Ash Street Leawood, KS 66211 888.262.4386 Copyright@ 2019 American Multi -Cinema Inc. ISSUED FOR: Permit 23 October 2019 RECEIVED CITY OF TUKWILA OCT 2 8 2019 PERMIT CENTER 7 1 8 1 9 110 111 1 12 Project Number 2019.344 (E) Copyright 2019