NUSIG / BADGER INDUSTRIES and ANVIL INTERNATIONAL LLC.,

Transcription

1 2016 Edition

2 NUSIG / BADGER INDUSTRIES and ANVIL INTERNATIONAL LLC., have collaborated to provide the industry s most code compliant, cost effective, design effective, seismic manual. The information, details and data contained within are based on innovative labor saving seismic bracing hardware and the most extensive seismic component FM Global and Independent Lab Testing in the industry. Reduces Pre-Construction Schedule Reduces Core & Shell Construction Schedule Reduces Subcontractor Construction Schedule Reduces Trade CAD Coordination Conflicts Reduces Point Load To Structure Overloads

3 ~ TABLE OF CONTENTS ~ BADGER INDUSTRIES : Seismic Kits & Components (4-11) ANVIL INTERNATIONAL LLC: Seismic Components (12-13) GENERAL NOTES AND NOTICES: (15-25) SEISMIC HARDWARE CAPACITY DETAILS: (27-40) RIGID VERTICAL MEMBER INSTALLATION DETAILS: ALL TRADES - Single Hanger, Trapeze, HVAC Duct & Equipment Type Hangers - (42-49) RIGID BRACING INSTALLATION DETAILS: ALL TRADES - EMT Conduit Rigid Brace Arm Member Options SINGLE HANGER - Mechanical / Electrical / Plumbing / Fire Protection TRAPEZE HANGER - Mechanical / Electrical / Plumbing / Fire Protection HVAC DUCT EQUIPMENT CABLE BRACING INSTALLATION DETAILS: ALL TRADES - Cable Brace Arm Member Options SINGLE HANGER - Mechanical / Electrical / Plumbing / Fire Protection TRAPEZE HANGER - Mechanical / Electrical / Plumbing / Fire Protection HVAC DUCT EQUIPMENT (51 & 52) (53-69) (70 & 71) (72-75) (76-77) (79 & 80) (81-84) (85 & 86) (87-89) (90 & 91) VIBRATION ISOLATION BRACING INSTALLATION DETAILS: ALL TRADES - Cable Brace Arm Member Options SINGLE HANGER - Mechanical / Electrical / Plumbing / Fire Protection EQUIPMENT (93 & 94) (95-98) (99 & 100) SEISMIC VERTICAL CONN., TO STRUCTURE INSTALLATION DETAILS: CONCRETE FILLED METAL DECKING CONCRETE SLAB STEEL BEAM & JOIST SEISMIC BRACE CONN., TO STRUCTURE INSTALLATION DETAILS: CONCRETE FILLED METAL DECKING CONCRETE SLAB STEEL BEAM & JOIST ( ) ( ) ( ) ( ) ( ) ( )

4 (SRK) & (SRK-HD) SEISMIC KITS (SRK) SEISMIC KIT (SRK-HD) SEISMIC KIT

5 (RRK) SEISMIC KITS (RRK-3/8) SEISMIC KITS (RRK-1/2) SEISMIC KITS (RRK-5/8) SEISMIC KITS (RRK-3/4) SEISMIC KITS

6 SEISMIC CABLE KITS Seismic Cable Brace Kit Images Currently Being Updated See Pages 31 & 32 For Cable Brace Component Options

7 Threaded Rod And Compression Stiffeners BADGER INDUSTRIES [EMT-RSC] Clamp (1") Inch Diameter Steel EMT Conduit, Sch 5 Or Sch 10 Steel Pipe By Others Support Rod Sizes (3/8"), (1/2") And (5/8") Inch By Others BADGER INDUSTRIES [SHCA] Kit Support Rod Sizes (3/8"), (1/2"), (5/8"), (3/4"), (7/8") And (1") Inch By Other SVSS (12 Ga.) Strut By Others BADGER INDUSTRIES [RS-1] Bolt Single Strut (12ga. 1-5/8"x1-5/8") By Others Support Rod Sizes (3/8"), (1/2"), (5/8"), (3/4") And (7/8") Inch By Others Rod Stiffener Bolt with Torque Off Head

8 MDH3812, MDH1258 & MDH5834 No-Drill Metal Deck Hangers Steel Decking: VERCO - PLW2, VERCO - W2 FORMLOK, VERCO - PLW3, VERCO - W3 FORMLOK Steek Deck Groove Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Minimum 20 GA. Steel Decking Gravity And/Or Seismic Support Steel Deck Groove Minimum 20 GA. Steel Decking Seismic Brace SSC NO -DRILL METAL DECK HANGERS Steel Deck Groove Si0 2 DUST Part # [MDH3812] Part # [MDH1258] Part # [MDH5834] FAST - - CLEAN QUIET EASY STRONG No Hazardous Silica Concrete Dust. No Expensive HEPA Vac For Dust Containment. - No Hazardous Waste HEPA Vac Filters & Dust Disposal. - No Roto-Hamming = NO Noise & NO Vibration. - No Drilling Holes For Inserts Or Concrete Anchors. - No Overhead Hammering To Install Anchors. - No Anchor Concrete Blow-Outs Or Holes In Floors. - No Overhead Torque Wrenching To Set Anchors. - No Abandoned Concrete Inserts / Anchors / Or Holes. - No Toxic Smoke Or Fumes From Insert Plastic Cones. - Works On New / Existing / And Occupied Buildings. - Works For Gravity & Seismic Brace Connections. - FM , & ANSI/FM Compliant. - IBC / AISI / ASCE / CBC / OSHPD / NFPA Compliant. - Visual Inspection Compliant.

9 Beam Clamp BADGER INDUSTRIES [] Wide Flange Steel I Beam Or Joist Wide Flange Steel I Beam Or Joist Wide Flange Steel I Beam Or Joist Wide Flange Steel I Beam Or Joist

10 L Beam Clamp BADGER INDUSTRIES [L] Wide Flange Steel I Beam Or Joist L Wide Flange Steel I Beam Or Joist L L Wide Flange Steel I Beam Or Joist L L

11 -C Beam Clamp SSC BADGER INDUSTRIES [-C] Wide Flange Steel I Beam SSC SSC Steel Joist SSC SSC

12 ANVIL Fig. 212 Pipe Clamp For Seismic, Transverse And Longitudinal Conn., To Pipe And Conduit Sizes (1 thru 4 ). ANVIL Fig. 212FP Pipe Clamp For Seismic, Transverse And Longitudinal Conn., To Pipe And Conduit Sizes (5 thru 12 ). ANVIL Fig Cush-A-Strip For Seismic Connecting To Copper Piping Using Anvil Fig. 212 And Anvil Fig. 212FP Clamps

13 ANVIL Fig. 69 Adjustable Swivel Ring Hanger Sizes (1 thru 8 ). ANVIL Fig. 260 Adjustable Clevis Hanger Sizes (1 thru 30 ). ANVIL Fig. 67 Adjustable J-Hanger Sizes (1 thru 6 ). ANVIL Strut Channel Framing

14 GENERAL NOTES AND NOTICES

15 ~ GENERAL NOTES ~ (GN1). Neither NUSIG nor is responsible for engineering the use or detailing of NUSIG / products and components for a specific project. All such engineering is to be performed by an engineer, retained by others, who is licensed to perform the necessary engineering, and who is insured to provide these engineering services ( Responsible Engineer ). All design submittals specifying NUSIG / products and components must be sealed and signed by the Responsible Engineer, and submitted for review and approval to the project S.E.O.R. (Structural Engineer Of Record) and when required, the A.H.J. (Authority Having Jurisdiction). All NUSIG / products/components/designs and documents may only be used for interior applications. NUSIG / documents are subject to change without notice or responsibility. NUSIG / websites, LIMITATION OF LIABILITY To the fullest extent permissible by law, NUSIG,, Anvil International, LLC and, their respective owners, officers, directors, employees, agents and representatives (collective, the Parties ) excludes all liability except liability that is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under any theory, the aggregate liability of all of them is limited to the total purchase price of the Parties products that caused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FOR ANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME OR DELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR, INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing the Parties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organization purchasing the products. WARRANTY NUSIG and/or products are warranted to be free from defects in material and workmanship at the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned (within 30 calendar days) to NUSIG / for inspection. Notice of a warranty claim within this 30 day period is a condition precedent to this Warranty. In no event shall NUSIG / be responsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / will, at its option, either repair or replace defective or nonconforming products for which it is responsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER S EXCLUSIVE REMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY AND FOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS OR INJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCT(S). Continued Next Page.

16 ~ GENERAL NOTES ~ (GN1). Continued: ANVIL PRODUCTS Additional information on Anvil products, including warranties can be found at WARNING The improper use, misuse and/or misapplication of these documents and/or NUSIG / products may cause product malfunction, property damage, bodily injury and death. (GN2). (GN3). The project S.E.O.R., shall qualify that the building structure capacity is adequate to handle the design demand forces. Caution shall be used when reviewing the usability of this document singularly or in combination with other connections / loads / forces / etc., so that the building structure and/or other connections are not overloaded or compromised. Connections to the building structure and their associated component assembly configurations must account for the standard engineering practices of geometry prying and eccentricity. These can greatly effect the overall capacity of a given anchorage / structure connection assembly and the accountable design demand point loading to the building structure. All applicable geometry prying and eccentricity shall be accounted by the Responsible Engineer sealing and signing submittals using these documents. See geometry prying examples below. 30º: e = (1.375 * tan30º) = 0.58 T X e = Pcos30º * = 1.67P V = Psin30º = 0.5P X interaction eqn. interms of P max, Tallow & Vallow P max = ( Tallow Vallow (LRFD) (LRFD) Equation Accounts For ACI 318 Combined Tension And Shear Loads Utilization Check. ( D 0.625" A SSC B e 1.375" C 0.580" 3.375" Made In USA 30º D 3.375" (P max.) SSC B A Made In USA 1.375" C 45º Continued Next Page " 45º: e = (1.375 * tan45º) = 0.00 e T X = Pcos45º * = 0.707P ( V X = Psin45º = 0.707P interaction eqn. interms of P max, T allow & V allow P max = Tallow Vallow (LRFD) (LRFD) (P max.) Equation Accounts For ACI 318 Combined Tension And Shear Loads Utilization Check. (

17 ~ GENERAL NOTES ~ (GN4). (GN5). (GN6). (GN7). (GN8). (GN9). (GN10). Concrete anchors identified within a given detail shall not be substituted. Concrete anchorage spacing coordination requirements for cast-in-place inserts and/or drill-in anchors and that required for all adjacent anchorages is an all trades / all usage, seismic and non-seismic design, installation and inspection responsibility that shall be maintained. When installing post installed anchors into non-prestressed reinforced concrete, use care and caution to avoid cutting or damaging reinforcing. When installing anchors into prestressed concrete, locate the prestressed tendons by using a non-destructive method and do not cut or damage the tendons during installation. Installations that require a specified torque shall be tightened using tools / devices properly calibrated for such use. Do not over tighten during installation and/or testing. Installations that require locking hex nuts can be performed using double back-to-back regular hex nuts. Welding shall be performed by a certified welder, and in accordance with the latest edition of the structural welding code of the American Welding Society. After welding check for proper installation tightness / torque on assemblies that were subjected to welding heat. Welds shall use minimum E70xx electrode. Capacitor discharge stud welding shall comply with manufacturer requirements. Welding inspections and testing shall be as required by the project S.E.O.R. Material specifications including but not limited to threaded rods, bolts, hex nuts, coupler nuts, etc., and additional project / application specific general notes shall be engineered and provided by the Responsible Engineer sealing and signing submittals using these documents. Selected components NUSIG / and Anvil products have been identified as "(No Substitutions)", and the substitution of any such components is not allowed. The maximum seismic vertical, seismic transverse and/or seismic longitudinal brace spacing of a given item or trade system shall be as engineered by others. Brace angles referenced within this document are measured from vertical, unless indicated otherwise. NUSIG / component capacities references. (Fpc) = Seismic Compression, (FpT) = Seismic Tension. (Fp) = Seismic Horizontal, (ASD) = Gravity Tension. Gravity To Structure Seismic To Structure Seismic Brace To Structure (ASD) (Fpc) (FpT) Member Seismic Seismic Brace Angle Measured From Seismic Brace Member (Fp) Continued Next Page.

18 ~ GENERAL NOTES ~ (GN11). (GN12). (GN13). (GN14). (GN15). (GN16). (GN17). Per FM Global test reports, components (SSC), (SSC-RF), (SBEMT), (SVCxx), can be installed with a plan view deviation of (+/-) (2-1/2º) degrees. An additional opposing / counteracting seismic member can be designed / installed to correct conditions not in compliance with these deviation limits. When the seismic vertical components and/or assemblies identified within this document are used for gravity only and/or combination gravity plus seismic design demand usage, the gravity (ASD) design demand load shall not exceed the identified gravity (ASD) capacity identified within this document. A load path for the seismic design demand force shall be maintained. Thus components, including but not limited to, roller hangers, insulation inserts, etc., shall not be used within the design and/or assembly of seismic vertical hangers and/or seismic transverse or longitudinal bracing, unless such components have been seismically tested and/or engineered by others for such seismic assembly conditions. Installer shall clean seismic hardware and trade systems of dirt, water, oils, greases, lubricants, fluxes, etc., prior to assembly. Do not brace to different parts of the building that may act differently during an earthquake, unless bracing and trade system have been designed to account for differential movements. Bracing shall not cross through a building seismic joint. When trade systems pass through a building seismic joint, flexibility shall be designed into the trade system to accommodate the movements (relative displacements as determined by the project S.E.O.R.) of the building seismic joint the trade system is passing through. On each side of the building seismic joint the trade system shall be transversely braced within (24") inches of the flexible portion of the trade system. Bracing shall not be connected to the flexible portions of the trade system. Said transverse and/or the associated longitudinal bracing for the trade system shall be designed to account for the weight and operating forces of the flexible trade system. Deviation to the (24") shall be engineered on an application specific basis. Construction, inspections, reviews, verifications, maintenance, etc., of any and all items / designs / conditions / etc., including but not limited to qualification of the building structure, anchorage coordination, non-braced components, brace installations, and continued use, repair, replacement and/or abandonment of existing installations before and/or after any and all events (seismic or otherwise), etc., is by others. End

19 MANUFACTURER CERTIFICATION ~ OF NONSTRUCTURAL COMPONENTS ~ Part No: Part Description: Usage: (GS = Gravity Support) Method: (SV = Seis ) (SB = Seis Brace) MDH3812 No-Drill Metal Deck Hanger GS / SV Testing MDH1258 No-Drill Metal Deck Hanger GS / SV / SB Testing MDH5834 No-Drill Metal Deck Hanger GS / SV / SB Testing SSC Adjustable Seismic Bracket GS / SV / SB Testing SSC-HD Adjustable Seismic Bracket GS / SV / SB Testing SSC-RF Retrofit Adjustable Seismic Bracket SB Testing STW-3/8 Retrofit Seismic Washer SB Testing STW-1/2 Retrofit Seismic Washer SB Testing STW-5/8 Retrofit Seismic Washer SB Testing STW-3/4 Retrofit Seismic Washer SB Testing SB1258 Adjustable Seismic Bracket GS / SV / SB Testing SBRF Retrofit Adjustable Seismic Bracket SB Testing SRW38 Retrofit Seismic Washer SB Testing SRW12 Retrofit Seismic Washer SB Testing SRW58 Retrofit Seismic Washer SB Testing SBEMT Adjustable Seismic Bracket GS / SV / SB Testing SVC38 Adjustable Seismic Bracket GS / SV / SB Testing SVC12 Adjustable Seismic Bracket GS / SV / SB Testing SVC58 Adjustable Seismic Bracket GS / SV / SB Testing SVC78 Adjustable Seismic Bracket GS / SV Testing SWB Retrofit Seismic Cable Bracket SB Testing 1/16" (7x7) Non Pre-Stretched G.S. Cable SB Testing 1/8" (7x7) Non Pre-Stretched G.S. Cable SB Testing 3/16" (7x19) Non Pre-Stretched G.S. Cable SB Testing SCC-1 Adjustable Seismic Cable Clamp SB Testing SCC-2 Adjustable Seismic Cable Clamp SB Testing Adjustable Seismic Beam Clamp GS / SV Testing -C Adjustable Seismic Beam Clamp GS / SV SB Testing L Adjustable Seismic Beam Clamp GS / SV Testing L-C Adjustable Seismic Beam Clamp GS / SV Testing SHCA Stiffener Clamp SV Analysis EMT-RSC Stiffener Clamp SV Analysis RS-1 Stiffener Bolt SV Analysis MANUFACTURER S CERTIFICATION: Anvil International LLC. Part No: Part Description: Usage: (GS = Gravity Support) Method: (SV = Seis ) (SB = Seis Brace) Fig. 212 Fig. 212FP AS 3792 Pipe Clamp Pipe Clamp Cushion Strip SV / SB SV / SB SV / SB Testing Testing Testing

20 NO-DRILL HANGERS

21 ~ MDH GENERAL NOTICE ~ Neither NUSIG nor is responsible for engineering or detailing the use of NUSIG, Industries and/or others products and components for a specific project and/or application. All such engineering is to be performed by an engineer, retained by others, who is licensed to perform the necessary engineering, and who is insured to provide these Responsible Engineer engineering services. All design submittals specifying NUSIG / products and components must be sealed and signed by the Responsible Engineer, and submitted for review and approval to the project S.E.O.R. (Structural Engineer Of Record). Laboratory testing (even that recognized by building codes and standards) is not necessarily indicative of actual project specific application usage conditions. The usage, design, engineering, installation and inspection of construction component assemblies (both seismic and non seismic) shall take into account the capacity limits of the weakest components and conditions within the overall assembly, including but not limited to the building structure, threaded rod compression with or (without) rod stiffeners, prying and eccentricity interactions, etc. Such shall be the responsibility of non NUSIG / others. NUSIG / documents are subject to change without notice or responsibility. NUSIG / Industries products, components and documents are for interior use. It is the responsibility of the user to qualify that they are using the most current NUSIG / documents. LIMITATION OF LIABILITY To the fullest extent permissible by law, NUSIG,, and their respective owners, officers, directors, employees, agents and representatives (collective, the Parties ) excludes all liability except liability that is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under any theory, the aggregate liability of all of them is limited to the total purchase price of the Parties products that caused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FOR ANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME OR DELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR, INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing the Parties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organization purchasing the products. WARRANTY NUSIG and/or products are warranted to be free from defects in material and workmanship at the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned (within 30 calendar days) to NUSIG / for inspection. Notice of a warranty claim within this 30 day period is a condition precedent to this Warranty. In no event shall NUSIG / be responsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / Industries will, at its option, either repair or replace defective or nonconforming products for which it is responsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER S EXCLUSIVE REMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY AND FOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS OR INJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCT(S). WARNING The improper use, misuse and/or misapplication of these documents and/or NUSIG / products may cause product malfunction, property damage, bodily injury and death.

22 ~ CODE COMPLIANCE NOTICE ~ (1.) No-Drill Metal Deck Hangers are compliant with the IBC, ASCE/SEI 7, CBC, and OSHPD CBC A-Chapters section 2210, therefore there is no basis to require a product approval report issued under alternate materials, means or methods provisions of the code. No-Drill Metal Deck Hangers connect hanging and/or bracing loads to Verco cold-formed steel composite deck. Connections of adjoining materials to cold-form steel deck are covered by AISI S-100 North America specification for the Design of Cold-Formed Steel Structural Members. This design standard contains provisions for the design of connections to cold-formed steel by test in section A1.2(a) and section F. The factored strengths for the No-Drill Metal Deck Hanger are in conformance with the provisions of AISI S-100 specified in section 2210 of the IBC, CBC and the OSHPD CBC A-Chapter. Test results comply with 2016 NFPA-13 Chapter 9, Paragraph , thus allowing No-Drill Metal Deck Hangers to be certified by a registered professional engineer for use with fire protection piping systems. Testing was performed by an independent approved laboratory having accreditation to the ISO Accreditation Standard Testing was under the responsible charge of an independent California licensed engineer. Seismic testing was performed using the FM 1950 seismic cyclic protocols. Gravity and ceiling wire testing was performed using ASTM E488 tension protocols. Results were used for engineered analysis / determination of capacities and Codes / Standards compliance listed within NUSIG / Installation Details. (2.) NUSIG / Manufacturer s Certification: Part No: Part Description: Usage: (GS = Gravity Support) (SV = Seis ) (SB = Seis Brace) Compliance Method: MDH3812 No-Drill Metal Deck Hanger GS / SV Testing & Analysis MDH3812 No-Drill Metal Deck Hanger Ceiling Wire Testing & Analysis MDH1258 No-Drill Metal Deck Hanger GS / SV / SB Testing & Analysis MDH5834 No-Drill Metal Deck Hanger GS / SV / SB Testing & Analysis

23 SBC BEAM CLAMPS

24 ~ SBC GENERAL NOTICE ~ Neither NUSIG nor is responsible for engineering or detailing the use of NUSIG, Industries and/or others products and components for a specific project and/or application. All such engineering is to be performed by an engineer, retained by others, who is licensed to perform the necessary engineering, and who is insured to provide these Responsible Engineer engineering services. All design submittals specifying NUSIG / products and components must be sealed and signed by the Responsible Engineer, and submitted for review and approval to the project S.E.O.R. (Structural Engineer Of Record). Laboratory testing (even that recognized by building codes and standards) is not necessarily indicative of actual project specific application usage conditions. The usage, design, engineering, installation and inspection of construction component assemblies (both seismic and non seismic) shall take into account the capacity limits of the weakest components and conditions within the overall assembly, including but not limited to the building structure, threaded rod compression with or (without) rod stiffeners, prying and eccentricity interactions, etc. Such shall be the responsibility of non NUSIG / others. NUSIG / documents are subject to change without notice or responsibility. NUSIG / Industries products, components and documents are for interior use. It is the responsibility of the user to qualify that they are using the most current NUSIG / documents. Prior to usage read (Back Of Strut Opening Notice), (Fire Proofed Beam Notice) and (Beam Bending Notice). LIMITATION OF LIABILITY To the fullest extent permissible by law, NUSIG,, and their respective owners, officers, directors, employees, agents and representatives (collective, the Parties ) excludes all liability except liability that is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under any theory, the aggregate liability of all of them is limited to the total purchase price of the Parties products that caused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FOR ANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME OR DELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR, INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing the Parties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organization purchasing the products. WARRANTY NUSIG and/or products are warranted to be free from defects in material and workmanship at the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALL EXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned (within 30 calendar days) to NUSIG / for inspection. Notice of a warranty claim within this 30 day period is a condition precedent to this Warranty. In no event shall NUSIG / be responsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / Industries will, at its option, either repair or replace defective or nonconforming products for which it is responsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER S EXCLUSIVE REMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY AND FOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS OR INJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCT(S). WARNING The improper use, misuse and/or misapplication of these documents and/or NUSIG / products may cause product malfunction, property damage, bodily injury and death. CONTINUED NEXT PAGE

25 ~ SBC GENERAL NOTICE ~ Seismic tension and compression capacities where derived from ANSI/FM testing performed by Factory Mutual. ANSI/FM testing meets the requirements of FM and FM Seismic (LRFD) tension and compression profiles were determined using the data provided by Factory Mutual. Listed (LRFD) seismic capacities can be converted to (ASD) capacities by dividing by (1.4). Seismic capacities listed within these details only take into consideration the identified beam clamp and/or strut member. Capacities for all other items, including but not limited to, steel beams and joist, threaded rods, pipe / conduit clamps, etc., are not taken into consideration. The following controls and parameters where used to develop listed seismic tension and compression capacities. a.) ANSI/FM b.) strut deflection at applied load = 1 inch. c.) strut (LRFD) design capacity based on 70% of minimum material yield stress. d.) Section properties per detail identified strut manufacture literature. Gravity tension capacities were determined through testing performed on a calibrated universal tensile machine at Anvil International s Research & Development facility in North Kingstown, RI. Test data was analyzed in accordance with ANSI/MSS SP-58. Gravity tension capacities listed within these details only take into consideration the identified beam clamp and/or strut member. Threaded rod tension capacities are based on ANSI/MSS SP-58, Table 3. Capacities for all other items, including but not limited to, steel beams and joist, pipe / conduit clamps, etc., are not taken into consideration. The follow controls and parameters where used to develop listed MSS SP-58 gravity tension capacities. e.) Tested capacities by the derived safety factors listed within ANSI/MSS SP-58. capacities not to exceed 67% of the yield load. f.) strut design capacity based on 12,900 psi allowable material stress within ANSI/MSS SP-58, referenced by ASME B31.1. g.) Section properties per detail identified strut manufacture literature. Allowable stresses were derived from ANSI/MSS SP-58 and ASME B31.1 and apply a minimum 3.5 times safety factor to the design. The Metal Framing Manufactures Association s (MFMA) 25,000 psi allowable stress applies a minimum 1.8 times safety factor and exceeds 75% of the material s minimum yield. MFMA s allowable design stress does not meet the design requirements of ANSI/MSS SP-58 and therefore was not used to determine listed gravity tension capacities. For compliance with NFPA-13 (Safety Factor = 5 plus 250 lbs.) gravity hanger building attached component design requirement, take the detail applicable ANSI/MSS SP-58 capacity and multiply it by (3.5) and match it to an equal or lesser Minimum Check Load identified below. 1" & 1-1/4" pipe size /2" pipe size " pipe size /2" pipe size " pipe size /2" pipe size " pipe size " pipe size " pipe size " pipe size " pipe size " pipe size lbs Minimum Check Load. 520 lbs Minimum Check Load. 635 lbs Minimum Check Load. 940 lbs Minimum Check Load. 1,060 lbs Minimum Check Load. 1,255 lbs Minimum Check Load. 1,500 lbs Minimum Check Load. 2,000 lbs Minimum Check Load. 2,650 lbs Minimum Check Load. 4,050 lbs Minimum Check Load. 5,855 lbs Minimum Check Load. 7,900 lbs Minimum Check Load. Capacities per NFPA-13 maximum hanger spans using schedule 40 steel pipe full of water and a (Safety Factor = 5 plus 250 lbs.). Project specific hanger spacing and pipe schedule capacities can be engineered provided a (Safety Factor = 5 plus 250 lbs.) is maintained. ANVIL PRODUCTS Additional information on Anvil products, including warranties can be found at END

26 SEISMIC HARDWARE CAPACITY DETAILS

27 [SSC] SSC SSC Bolted / Threaded Conn., Installed Through Correct Hole Size And Secured With Hex Nut. Washer Not Required Brace Angle Horizontal Fp Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection Welded To Steel SSC 0º = Vert. Fpc / FpT Horizontal Fp 90º = Horiz. Brace Angle SSC Welded To Steel Do Not Install With Brace Arm Parallel With (SSC) Base SSC Detail (SSC) BADGER INDUSTRIES Part Number SSC Same (SSC) Fits Both 1/2" & 5/8" Connection Sizes SSC Same (SSC) Fits Both 1/2" & 5/8" Connection Sizes BADGER SSC Connection / Anchorage Size, And Types Single 1/2" Diameter ASTM A307 Bolt, ASTM A36 Threaded Conn., Or Welded To Steel. Single 5/8" Diameter ASTM A307 Bolt, ASTM A36 Threaded Conn., Or Welded To Steel. SSC 0º = Vert. Fpc / FpT (LRFD) 3,370 lbs. Welded To Steel 3,370 lbs. Welded To Steel ANSI / FM Brace Angle From 30º to 44º 1,715 lbs. 1,715 lbs. 45º to 60º 2,375 lbs. 2,375 lbs. 61º to 75º 2,425 lbs. 2,425 lbs. 90º = Horiz. 3,370 lbs. Welded To Steel 3,370 lbs. Welded To Steel SSC - Design Demand Capacity Limits Notice: Usage Of This Detail Shall Be Per SEBO Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Depicted (SBEMT) Seismic Hardware Pivot Arms Can Be Factory Substituted With (SVC58), Or Cable Connections To Pivot Pin. Do Not Stack Multiple (SSC) Brackets.

28 Welded To Steel Conn. [SSC-HD] Welded To Steel Conn. SSC (2") EMT Conduit Brace Angle Horizontal Fp Welded To Steel Conn. SSC 0º = Vert. Fpc / FpT Horizontal Fp 90º = Horiz. Brace Angle SSC Welded To Steel Conn. Detail (SSC-HD) BADGER INDUSTRIES Part Number SSC-HD Standard (SSC) With Double SBEMT Pivot Arms BADGER SSC-HD Connection / Anchorage Size, And Types Welded To Steel 0º = Vert. Fpc / FpT (LRFD) 5,250 lbs. ANSI / FM Brace Angle From 30º to 44º 2,625 lbs. 45º to 60º 3,710 lbs. 61º to 75º Connection Of (2") EMT Conduit To SSC-HD Not Conducive To Ref. Angles 90º = Horiz. 5,250 lbs. Notice: Usage Of This Detail Shall Be Per SEBO Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. (SSC-HD) Brackets Are Not Stackable. SSC-HD SSC - Design Demand Capacity Limits

29 Bolted / Threaded Conn., Installed Through Correct Size (STW) Retrofit Seismic Tabbed Washers And Secured With Hex Nut (STW) Retrofit Seismic Tabbed Washer Sized To Fit Threaded Conn. STW x/x SSC-RF Brace Angle Horizontal Fp [SSC-RF] Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SSC-RF BADGER SCC-RF Can Be Double, Triple Or Quadruple Stacked x/x SSC-RF SSC-RF SSC-RF SSC-RF BADGER INDUSTRIES Part Number SSC-RF 3/8 Includes (1) Required STW 3/8 Retrofit Washer SSC-RF 1/2 Includes (1) Required STW 1/2 Retrofit Washer Item Being Braced Or Structure Detail (SSC-RF) BADGER SSC-RF Connection / Anchorage Size, And Types Single 3/8" Diameter ASTM A307 Bolt, ASTM A36 Threaded Conn., Or Welded To Steel. Single 1/2" Diameter ASTM A307 Bolt, ASTM A36 Threaded Conn., Or Welded To Steel. BADGER STW Retrofit Seismic Tabbed Washer Part Number STW 3/8 (1) Required Each SSC-RF STW 1/2 (1) Required Each SSC-RF SSC-RF 5/8 Single 5/8" Diameter STW 5/8 Includes (1) ASTM A307 Bolt, (1) Required Required STW 5/8 ASTM A36 Threaded Conn., Each SSC-RF Retrofit Washer Or Welded To Steel. SSC-RF 3/4 Single 3/4" Diameter STW 3/4 Includes (1) ASTM A307 Bolt, (1) Required Required STW 3/4 ASTM A36 Threaded Conn., Each SSC-RF Retrofit Washer Or Welded To Steel. Item Being Braced Or Structure 30º to 44º 1,465 lbs. 1,465 lbs. 1,465 lbs. 1,465 lbs. ANSI / FM Brace Angle From 45º to 60º 2,015 lbs. 2,015 lbs. 2,015 lbs. 2,015 lbs. 61º to 75º 1,810 lbs. 1,810 lbs. 1,810 lbs. 1,8010 lbs. 76º to 90º 1,725 lbs. 1,725 lbs. 1,725 lbs. 1,725 lbs. Notice: Usage Of This Detail Shall Be Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Each (SSC-RF) Requires (1) (STW), Retrofit Seismic Tabbed Washer To Be Installed. Slotted Opening In (STW) Matches Threaded Conn., Size. Install As Depicted With Name Stamp Facing Hex Nut. Individual (SSC-RF) With (STW) Can Be Stacked Using The Same Bolt Or Threaded Rod Connection. Depicted (SBEMT) Pivot Arms Can Be Factory Substituted With (SVC58), Or Cable Connections To Pivot Pin. SSC-RF SSC-RF - Design Demand Capacity Limits

30 (SVC38), (SVC12), (SVC58) Or (SVC78) (2)-(1/4" x 1") Inch Hex Washer Head Screws Provided With Seismic Hardware. Do Not Install Screws Into Conduit Weld Seam. Each End Conn. (SBEMT) (SBEMT38) EMT Conduit Member Per Chart Exposed Threads Applicable To SVCxx End Conn. Inspection Hole. Minimum Threaded Member Engagement Requires A Min. Of (1) Visible Thread EMT Conduit Member Shall Extend A Minimum (3/8") Inch Beyond End Screw EMT Conduit Member Per Chart EMT Conduit Member Shall Extend A Minimum (3/8") Inch Beyond End Screw (2)-(1/4" x 1") Inch Hex Washer Head Screws Provided With Seismic Hardware. Do Not Install Screws Into Conduit Weld Seam. Each End Conn. (SVC38), (SVC12), (SVC58), (SVC78) (SBEMT) Or (SBEMT38). End Connections Can Be Intermixed EMT Conduit Member 0º Offset EMT Conduit Member 90º Offset Detail (SVC-SBEMT) BADGER INDUSTRIES Part Numbers (SVC38), (SVC12) (SVC58), (SVC78), (SBEMT) Or (SBEMT38) Can Be Assembled As Intermixed Or Same End-To-End Connections EMT Conduit Member Size 3/4" EMT Conduit 1" EMT Conduit 1-1/4" EMT Conduit 1-1/2" EMT Conduit 2" EMT Conduit 2-1/2" EMT Conduit End-To-End Alignment With No Exposed Threaded Ends 0º Offset (LRFD) 1,875 lbs. 2,265 lbs. 3,370 lbs. 3,370 lbs. 3,370 lbs. 3,370 lbs. ANSI / FM º Offset (LRFD) 1,295 lbs. 2,040 lbs. 2,740 lbs. 2,470 lbs. 2,345 lbs. 2,345 lbs. End-To-End Alignment With (3") Inches Of Exposed ASTM A36 Or Equal Threads At One Or Both End Connections SVC58 (5/8-11) Or SVC78 (7/8-9) 0º to 90º Offset (LRFD) 1,295 lbs. 2,040 lbs. 2,740 lbs. 2,470 lbs. 2,345 lbs. 2,345 lbs. SVC12 (1/2-13) 0º to 90º Offset (LRFD) 1,295 lbs. 1,485 lbs. 1,705 lbs. 1,705 lbs. 1,705 lbs. SVC38 (3/8-16) 0º to 90º Offset (LRFD) 1,295 lbs. 990 lbs. 1,090 lbs. 1,090 lbs. 1,090 lbs. Notice: Listed (LRFD) Values Are For Both Tension And Compression Loads, But Do Not Account For Compression Load Limits Due To EMT Conduit Member Length. Per ANSI / FM, (ASD) = (LRFD / 1.4). Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI., Schedule 5 Or Schedule 7 Steel Pipe With An Equal Or Larger Nominal Size, And An Equal Or Greater Yield Strength Can Be Used In Place Of Conduit. EMT Conduit Member Shall Be Installed As A Straight, (1) Piece Continuous Member. EMT Conduit Member Ends Shall Be Installed Onto Slotted End Of A (SVCxx) Or (SBEMT) With One Of The Arms Inside The EMT Conduit Member And The Other Arm Outside Of The EMT Conduit Member. Depth Of EMT Conduit Member Installation Into The Shall Be Per This Detail. SVC-SBEMT SVC & SBEMT - Design Demand Capacity Limits

31 End Conn., To Structure Fits (3/8") & (1/2") Dia., Anchor Or Bolt With Washer, Round Or Square Washer, Hex Nut Or Bolt, B1 307 (SCC-1) Inspection Head Stamp Washer Faced Slotted Hex Bolt Washer Face Hex Nut B.I. SCC-2 A-307 Brace Angle And SEBO (SCC-2) Inspection Head Stamp Cable Brace Member See Chart (SWB) With Stake-Eye End Conn., Cable Brace Member, Dead Cable Member Live Cable Member (1 Of 1) (SCC-x) Cable Clamp At Looped End Connection. Cable Clamp Installation Torque. Cable Clamp Washer Faced Hex Bolt Head With Slotted Opening To Be Installed On Live Cable With Cable Clamp Washer Faced Hex Nut To Be Installed On Dead Cable. Install With Washer Faces Against Cable One Hook End Of (SWB) Fits (3/8") Diameter Connections And The Other Hook End Of The Same (SWB) Fits (1/2") Diameter Connections Min. (3") (X) Per Chart Washer Can Be Round Or Square BADGER INDUSTRIES (SWB) PLAN VIEW (1, 2, 3 Or More) (SWB) Brackets Can Be Stacked Together, Provided A Washer Is Located Between Hex Nut And The (SWB) Nearest The Hex Nut (SWB) With (SCC-x) Field Assembly Cable End Connection, Horizontal Fp Fits (3/8") Or (1/2") Conn., Size Detail (SWB-CBM) ANSI / FM Brace Angle From Brace Member No. Cable Brace Member Size, Construction Strands / Arrangement, And Material (SCC-x) Cable Clamp Size (SCC-x) Installation Torque (X) Cable Brace Member Live Length 30º to 44º Brace Angle 45º to 60º Brace Angle Brace Member No. [C116-10] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 10 Feet 112 lbs. 159 lbs. [C116-10] [C116-20] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 20 Feet 63 lbs. 89 lbs. [C116-20] [C118-10] [C118-20] Min. (1/8") Inch Dia. (7x7) Galvanized Steel SCC-2 20 ft. lbs. 1-1/2" Inch 10 Feet 20 Feet 219 lbs. 310 lbs. [C118-10] [C118-20] [C316-10] Min. (3/16") Inch Dia. (7x19) Galvanized Steel SCC-2 30 ft. lbs. 1-1/2" Inch 10 Feet 528 lbs. 771 lbs. [C316-10] Seismic Independent Lab Testing Performed Using Tension Only Cyclic Loads Per ANSI / FM 1950, Resistance Factor (0.70) Used. (ASD) Capacity = Listed Capacity Divided By (1.4). Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Torque Setting Of (SCC-x) Cable Clamp Assembly With Both Live And Dead Cable Brace Members Will Cause Nesting Of The Cable Brace Members Within The (SCC-x) Cable Clamp, That May Result In An (SCC-x) Orientation Different Than That Depicted. Field Installed Cable Loop Shall Fit Tight To The Seismic Hardware, Not Bulging Or Oversized. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. SWB-CBM SWB - Cable Brace Member

32 End Conn., To Structure Fits (/12") & (5/8") Dia., Anchor Or Bolt Size Per SEBO, (SSC) with Cable Loop End Connection To Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop Forged Cable Clamps SSC Brace Angle Forged Cable Clamps (SSC) Live Cable Brace Member Size (7/32"), (1/4"), (5/16") Or (3/8") Diameter Dead Cable Member Forged Cable Clamps, (X1), (X2) And (X3) Both Cable End Conn., (X1) (X2) (X3) SSC-RF (SSC-RF) with (STW x/x) Washer And Field Installed Cable Loop Around Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop (SSC-RF) with (STW x/x) Washer. Fits (3/8"), (1/2"), (5/8") And (3/4") Conn., Sizes Horizontal Fp Detail (CBM-HD) 30º to 44º Brace Member ANSI / FM Brace Angle From 45º to 60º 61º to 75º Brace Member Brace Member 90º = Horiz. Brace Member Listed Capacities Controlled By Weaker (SSC-RF) Component. 1,465 lbs. 2,015 lbs. 1,810 lbs. 1,725 lbs. Usage Of This Detail Shall Be Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Field Installed Cable Loop Shall Fit Tight To The, Not Bulging Or Oversized. Live Length Of Cable Brace Member Is Measured From Center To Center Of Pivot Pins. Live Length Of Cable Member Shall Be Determined By SEBO. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. CBM-HD Cable Brace Members - Heavy Duty

33 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHVT-SPCA) Anvil [1] BADGER INDUSTRIES Part Number [3] [4] Steel Schedule (7 thru 80) Pipe And RMC Conduit Nominal Size 0º = Vert. Fpv (LRFD) [2] FM Global & Brace Angle From 30º to 44º 45º to 60º 61º to 75º 90º 1" Fig. 212 SBEMT 1 in. 925 lbs. 462 lbs. 653 lbs. 801 lbs. 925 lbs. 1-1/4" Fig. 212 SBEMT 1-1/4 in. 1,155 lbs. 577 lbs. 816 lbs. 1,000 lbs. 1,155 lbs. 1-1/2" Fig. 212 SBEMT 1-1/2 in. 1,215 lbs. 607 lbs. 859 lbs. 1,052 lbs. 1,215 lbs. 2" Fig. 212 SBEMT 2 in. 1,945 lbs. 972 lbs. 1,375 lbs. 1,684 lbs. 1,945 lbs. 2-1/2" Fig. 212 SBEMT 2-1/2 in. 4,405 lbs. 2,202 lbs. 3,114 lbs. 3,814 lbs. 4,405 lbs. 3" Fig. 212 SBEMT 3 in. 4,405 lbs. 2,202 lbs. 3,114 lbs. 3,814 lbs. 4,405 lbs. 3-1/2" Fig. 212 SBEMT 3-1/2 in. 3,635 lbs. 1,817 lbs. 2,569 lbs. 3,147 lbs. 3,635 lbs. 4" Fig. 212 SBEMT 4 in. 4,405 lbs. 2,202 lbs. 3,114 lbs. 3,814 lbs. 4,405 lbs. 5" Fig. 212FP SBEMT 5 in. 4,405 lbs. 2,202 lbs. 3,114 lbs. 3,814 lbs. 4,405 lbs. 6" Fig. 212FP 8" Fig. 212FP SBEMT SBEMT 6 in. 8 in. 4,405 lbs. 4,720 lbs. 2,202 lbs. 2,360 lbs. 3,114 lbs. 3,337 lbs. 3,814 lbs. 4,087 lbs. 4,405 lbs. 4,720 lbs. 10" Fig. 212FP SBEMT 10 in. 4,630 lbs. 2,315 lbs. 3,273 lbs. 4,009 lbs. 4,630 lbs. 12" Fig. 212FP SBEMT 12 in. 2,930 lbs. 1,465 lbs. 2,071 lbs. 2,537 lbs. 2,930 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [3] (1" thru 6") Schedule 7 (Or Thicker Wall) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. (8" thru 12") Schedule 10 (Or Thicker Wall) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. [4] (1" thru 6") RIGID Conduit Conforming To UL-6 Or ANSI C-80.3 With A Minimum (30,000 psi) Yield Strength Or Equivalent. Nut 2 SHVT-SPCA Fpv Horizontal Fp Brace Angle [1] BADGER INDUSTRIES (SBEMT) Nut 1 [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP FOR BRACING OF STEEL PIPING AND RMC CONDUIT: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Sizes (1" thru 2"): 1.) Tighten Hex Nut 1, Until Clamp Ears Contact SBEMT. 2.) Tighten Hex Nut 2, Until Clamp Ears Contact Each Other. For Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 and Hex Nut 2, Every (1) Turn. Single Hanger & Transverse - Design Demand Capacity Limits

34 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHVT-CIPA) Anvil [1] BADGER INDUSTRIES Part Number [7] No Hub Cast-Iron Pipe Nominal Size 0º = Vert. Fpv (LRFD) [2] FM Global & Brace Angle From 30º to 44º 45º to 60º 61º to 75º 90º 1-1/2" Fig. 212 SBEMT 1-1/2 in. 2,210 lbs. 1,105 lbs. 1,562 lbs. 1,913 lbs. 2,210 lbs. 2" Fig. 212 SBEMT 2 in. 3,490 lbs. 1,745 lbs. 2,467 lbs. 3,022 lbs. 3,490 lbs. 3" Fig. 212 SBEMT 3 in. 3,020 lbs. 1,510 lbs. 2,135 lbs. 2,615 lbs. 3,020 lbs. 4" Fig. 212 SBEMT 4 in. 3,790 lbs. 1,895 lbs. 2,679 lbs. 3,282 lbs. 3,790 lbs. 5" Fig. 212FP SBEMT 5 in. 3,870 lbs. 1,935 lbs. 2,736 lbs. 3,351 lbs. 3,870 lbs. 6" Fig. 212FP SBEMT 6 in. 3,480 lbs. 1,740 lbs. 2,460 lbs. 3,013 lbs. 3,480 lbs. 8" Fig. 212FP SBEMT 8 in. 2,615 lbs. 1,307 lbs. 1,848 lbs. 2,264 lbs. 2,615 lbs. 10" Fig. 212FP SBEMT 10 in. 2,695 lbs. 1,347 lbs. 1,905 lbs. 2,333 lbs. 2,695 lbs. 12" Fig. 212FP SBEMT 12 in. 2,105 lbs. 1,052 lbs. 1,488 lbs. 1,822 lbs. 2,105 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [7] No Hub Cast-Iron Piping Conforming To ASTM A888 / CISPI 301 Standards With A Minimum (21,000 psi) Tensile Strength. Fpv Horizontal Fp Brace Angle [1] BADGER INDUSTRIES (SBEMT) Nut 1 FOR BRACING OF CAST-IRON PIPING: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Sizes (1-1/2" and 2"): 1.) Tighten Hex Nut 1, Until Clamp Ears Contact SBEMT. 2.) Tighten Hex Nut 2, Until Clamp Ears Contact Each Other. For Sizes (3" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 and Hex Nut 2, Every (1) Turn. Nut 2 SHVT-CIPA [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP Single Hanger & Transverse - Design Demand Capacity Limits

35 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHVT-COPA) Anvil [1] BADGER INDUSTRIES Part Number [8] Copper Pipe Type L Or Type K, Annealed Or Drawn Nominal Size 0º = Vert. Fpv (LRFD) [2] FM Global & Brace Angle From 30º to 44º 45º to 60º 61º to 75º 90º 1" Fig. 212 SBEMT 1 in. 925 lbs. 1-1/4" Fig /2" Fig " Fig /2" Fig " Fig. 212 SBEMT SBEMT SBEMT SBEMT SBEMT 1-1/4 in. 1-1/2 in. 2 in. 2-1/2 in. 3 in. 1,155 lbs. 1,215 lbs. 1,945 lbs. 1,195 lbs. 1,580 lbs. 4" Fig " Fig. 212FP 6" Fig. 212FP SBEMT SBEMT SBEMT 3-1/2 in. 4 in. 5 in. 6 in. 1,330 lbs. 1,225 lbs. 1,100 lbs. 462 lbs. 577 lbs. 607 lbs. 972 lbs. 597 lbs. 790 lbs. 665 lbs. 612 lbs. 550 lbs. 653 lbs. 816 lbs. 859 lbs. 1,375 lbs. 844 lbs. 1,117 lbs. 940 lbs. 866 lbs. 777 lbs. 801 lbs. 1,000 lbs. 1,052 lbs. 1,684 lbs. 1,034 lbs. 1,368 lbs. 1,151 lbs. 1,060 lbs. 952 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [8] (1" thru 3") and (4" thru 6") Type L Or Type K, Annealed Or Drawn Copper Piping Conforming To ASTM B lbs. 1,155 lbs. 1,215 lbs. 1,945 lbs. 1,195 lbs. 1,580 lbs. 1,330 lbs. 1,225 lbs. 1,100 lbs. [1] ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 2 SHVT-COPA Fpv Brace Angle [1] BADGER INDUSTRIES (SBEMT) Horizontal Nut 1 Fp Cushion Strip Joint Example. Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT) [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP FOR BRACING OF COPPER PIPING: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Sizes (1" thru 2"): 1.) Tighten Hex Nut 1, Until Clamp Ears Contact SBEMT. 2.) Tighten Hex Nut 2, Until Clamp Ears Contact Each Other. For Sizes (2-1/2", 3" and 4" thru 6"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 and Hex Nut 2, Every (1) Turn. Single Hanger & Transverse - Design Demand Capacity Limits

36 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHVT-EMT5A) Anvil [1] BADGER INDUSTRIES Part Number [5] Steel EMT Conduit Nominal Size [6] Steel Schedule 5 Pipe Nominal Size 0º = Vert. Fpv (LRFD) [2] FM Global & Brace Angle From 30º to 44º 45º to 60º 61º to 75º 90º 1" Fig. 212 SBEMT N / A 1 in. 925 lbs. 1-1/4" Fig. 212 SBEMT N / A 1-1/4 in. 1,155 lbs. 1-1/2" Fig " Fig /2" Fig " Fig /2" Fig " Fig. 212 SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT N / A 2 in. 2-1/2 in. 3 in. 3-1/2 in. 4 in. 1-1/2 in. 2 in. 2-1/2 in. 3 in. 3-1/2 in. 4 in. 1,215 lbs. 1,945 lbs. 2,935 lbs. 3,765 lbs. 3,635 lbs. 2,225 lbs. 462 lbs. 577 lbs. 607 lbs. 972 lbs. 1,467 lbs. 1,882 lbs. 1,817 lbs. 1,112 lbs. 653 lbs. 816 lbs. 859 lbs. 1,375 lbs. 2,075 lbs. 2,661 lbs. 2,569 lbs. 1,573 lbs. 801 lbs. 1,000 lbs. 1,052 lbs. 1,684 lbs. 2,541 lbs. 3,260 lbs. 3,147 lbs. 1,926 lbs. 925 lbs. 1,155 lbs. 1-1/4" Fig. 212 SBEMT 1-1/2 in. N / A 1,215 lbs. 607 lbs. 859 lbs. 1,052 lbs. 1,215 lbs. 1,215 lbs. 1,945 lbs. 2,935 lbs. 3,765 lbs. 3,635 lbs. 2,225 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [5] (1" thru 4") EMT Conduit Shall Conform To UL-797 Or ANSI C-80.3 With A Minimum (30,000 psi) Yield Strength Or Equivalent. [6] (1" thru 4") Schedule 5 (Or Thicker) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. Nut 2 SHVT-EMT5A Fpv Horizontal Fp Brace Angle [1] BADGER INDUSTRIES (SBEMT) Nut 1 [1] ANVIL Fig. 212 FOR BRACING OF EMT CONDUIT AND Sch. 5 STEEL PIPING: ANVIL Fig. 212 Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (1" thru 2"): 1.) Tighten Hex Nut 1, Until Clamp Ears Contact SBEMT. 2.) Tighten Hex Nut 2, Until Clamp Ears Contact Each Other. For Pipe Sizes (2-1/2" thru 4"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 And Hex Nut 2, Every (1) Turn. Single Hanger & Transverse - Design Demand Capacity Limits

37 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHL-SPCA) Anvil [1] BADGER INDUSTRIES Part Number [3] [4] Steel Schedule (7 thru 80) Pipe And RMC Conduit Nominal Size 30º to 44º [2] FM Global & Brace Angle From 45º to 60º 61º to 75º 90º 1" Fig. 212 SBEMT 1 in. Use Limited To Sch., 40 Or Thicker Steel Pipe Or RMC Conduit 577 lbs. 549 lbs. 396 lbs. 1-1/4" Fig /2" Fig " Fig. 212 SBEMT SBEMT SBEMT 1-1/4 in. 1-1/2 in. 2 in. 840 lbs. 1,795 lbs. 957 lbs. 1,795 lbs. 908 lbs. 1,844 lbs. [1] BADGER INDUSTRIES (SBEMT) 2-1/2" Fig. 212 SBEMT 2-1/2 in. 2,202 lbs. 3,220 lbs. 3,970 lbs. 3" Fig. 212 SBEMT 3 in. 2,202 lbs. 3,110 lbs. 3,320 lbs. 3-1/2" Fig. 212 SBEMT 3-1/2 in. 1,815 lbs. 1,655 lbs. 1,655 lbs. 4" Fig " Fig. 212FP SBEMT SBEMT 4 in. 5 in. 1,917 lbs. 2,202 lbs. 1,910 lbs. 2,995 lbs. 1,510 lbs. 2,995 lbs. Nut 1 6" Fig. 212FP 8" Fig. 212FP SBEMT SBEMT 6 in. 8 in. 2,202 lbs. 2,360 lbs. 3,220 lbs. 3,335 lbs. 3,815 lbs. 4,085 lbs. 10" Fig. 212FP SBEMT 10 in. 2,315 lbs. 2,120 lbs. 2,120 lbs. 12" Fig. 212FP SBEMT 12 in. 1,465 lbs. 1,780 lbs. 1,780 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [3] Use Of (1") Anvil Fig 212 Limited To (1") Schedule 40 (Or Thicker Wall) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. [3] (1-1/2" thru 6") Schedule 7, (1-1/2" thru 12") Schedule 10, And (1" and 1-1/2" thru 12") Schedule 40 (Or Thicker Wall) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. [4] (1" and 1-1/2" thru 6") RIGID Conduit Conforming To UL-6 Or ANSI C-80.3 With A Minimum (30,000 psi) Yield Strength Or Equivalent. Nut 2 [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP Brace Angle Per Chart [1] BADGER INDUSTRIES (SBEMT) FOR BRACING OF STEEL PIPING AND RMC CONDUIT: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL Horizontal Fp For Sizes (1", 1-1/4" and 1-1/2"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (12 ft. lbs.), Using (6 ft. lb.) Torque Increases. For Sizes (2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-SPCA Single Hanger Longitudinal - Design Demand Capacity Limits

38 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number 2" Fig " Fig " Fig " Fig. 212FP 6" Fig. 212FP 8" Fig. 212FP 10" Fig. 212FP 12" Fig. 212FP Detail (SHL-CIPA) Anvil [1] BADGER INDUSTRIES Part Number SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT [7] No Hub Cast-Iron Pipe Nominal Size 1-1/2" Fig. 212 SBEMT 1-1/2 in. 2 in. 3 in. 4 in. 5 in. 6 in. 8 in. 10 in. 12 in. 30º to 44º 1,105 lbs. 1,745 lbs. 1,510 lbs. 1,124 lbs. 1,932 lbs. 1,740 lbs. 1,307 lbs. 1,347 lbs. 1,052 lbs. [2] FM Global & Brace Angle From 45º to 60º 1,339 lbs. 1,788 lbs. 1,918 lbs. 1,124 lbs. 2,004 lbs. 1,831 lbs. 1,470 lbs. 1,431 lbs. 1,226 lbs. 61º to 75º 1,584 lbs. 1,788 lbs. 1,918 lbs. 1,324 lbs. 1,647 lbs. 1,831 lbs. 1,593 lbs. 1,434 lbs. 1,420 lbs. 90º [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [7] No Hub Cast-Iron Piping Conforming To ASTM A888 / CISPI 301 Standards With A Minimum (21,000 psi) Tensile Strength. [1] BADGER INDUSTRIES (SBEMT) Nut 2 Nut 1 [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP Brace Angle Per Chart [1] BADGER INDUSTRIES (SBEMT) FOR BRACING OF CAST-IRON PIPING: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Sizes (1-1/2"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (12 ft. lbs.), Using (6 ft. lb.) Torque Increases. Horizontal Fp For Sizes (2", 3" and 4" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-CIPA Single Hanger Longitudinal - Design Demand Capacity Limits

39 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHL-COPA) Anvil [1] BADGER INDUSTRIES Part Number [8] Copper Pipe Type L Or Type K, Annealed Or Drawn Nominal Size 30º to 44º [2] FM Global & Brace Angle From 45º to 60º 61º to 75º 90º [1] BADGER INDUSTRIES (SBEMT) 1" Fig. 212 SBEMT 1 in. 1-1/4" Fig. 212 SBEMT 1-1/4 in. Nut 1 1-1/2" Fig " Fig /2" Fig " Fig " Fig " Fig. 212FP 6" Fig. 212FP SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT SBEMT 1-1/2 in. 2 in. 2-1/2 in. 3 in. 3-1/2 in. 4 in. 5 in. 6 in. 222 lbs. 515 lbs. 844 lbs. 353 lbs. 1,258 lbs. 1,134 lbs. 90 lbs. 650 lbs. 775 lbs. 281 lbs. 982 lbs. 1,134 lbs. 90 lbs. 697 lbs. 700 lbs. 231 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [8] (1" thru 3") and (4" thru 6") Type L Or Type K, Annealed Or Drawn Copper Piping Conforming To ASTM B88. Nut 2 [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP Cushion Strip Joint Example. Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT) [1] ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") [1] ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Horizontal Fp Brace Angle Per Chart [1] BADGER INDUSTRIES (SBEMT) FOR BRACING OF COPPER PIPING: ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Sizes (2" thru 3" and 4" thru 6"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-COPA [1] ANVIL Fig. 212 Or ANVIL Fig. 212FP Single Hanger Longitudinal - Design Demand Capacity Limits

40 ~ SEISMIC HARDWARE ~ [1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number Detail (SHL-EMT5A) Anvil [1] BADGER INDUSTRIES Part Number [5] Steel EMT Conduit Nominal Size [6] Steel Schedule 5 Pipe Nominal Size 30º to 44º [2] FM Global & Brace Angle From 45º to 60º 61º to 75º 90º [1] BADGER INDUSTRIES (SBEMT) 1" Fig. 212 SBEMT N / A 1 in. 1-1/4" Fig. 212 SBEMT N / A 1-1/4 in. 1-1/4" Fig. 212 SBEMT 1-1/2 in. N / A 1,227 lbs. 1,332 lbs. 1,376 lbs. 1-1/2" Fig. 212 SBEMT N / A 1-1/2 in. Nut 1 2" Fig /2" Fig " Fig /2" Fig " Fig. 212 SBEMT SBEMT SBEMT SBEMT SBEMT 2 in. 2-1/2 in. 3 in. 3-1/2 in. 4 in. 2 in. 2-1/2 in. 3 in. 3-1/2 in. 4 in. 1,467 lbs. 1,882 lbs. 1,817 lbs. 1,112 lbs. 1,493 lbs. 2,230 lbs. 1,654 lbs. 1,269 lbs. 1,493 lbs. 2,361 lbs. 1,654 lbs. 1,303 lbs. [1] No Substitution [2] Per FM, (ASD) = (LRFD / 1.5). [5] (1-1/2" and 2-1/2" thru 4") EMT Conduit Shall Conform To UL-797 Or ANSI C-80.3 With A Minimum (30,000 psi) Yield Strength Or Equivalent. [6] (2-1/2" thru 4") Schedule 5 (Or Thicker) Pipe Conforming To ASTM A-53 Grade A, Or B With A Minimum (30,000 psi) Yield Strength Or Equivalent. Nut 2 [1] ANVIL Fig. 212 [1] ANVIL Fig. 212 Brace Angle Per Chart [1] BADGER INDUSTRIES (SBEMT) FOR BRACING OF EMT CONDUIT AND Sch. 5 STEEL PIPING: ANVIL Fig. 212 Assembly: Anvil International LLC referred to as ANVIL Horizontal Fp For Size (1-1/2" EMT Conduit): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (12 ft. lbs.), Using (6 ft. lb.) Torque Increases. For Sizes (2-1/2" thru 4"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-EMT5A Single Hanger Longitudinal - Design Demand Capacity Limits

41 RIGID VERTICAL MEMBER INSTALLATION DETAILS

42 Member No. [V-0] [V-1] [V-2] [V-3] [V-4] [V-5] Detail (RVM-1) Member Steel Conduit Nominal Sizes (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (1-1/4")EMT (1-1/2") EMT (2") EMT (1-1/4")EMT (1-1/2") EMT (2") EMT (2-1/2") EMT Member Length 7 ft. - 5 in. 9 ft. - 9 in. 12 ft. - 9 in. 14 ft. - 9 in. 6 ft. - 0 in. 9 ft. - 7 in. 12 ft. - 9 in. 14 ft. - 9 in. 18 ft in. 4 ft. - 4 in. 7 ft. - 3 in. 12 ft. - 0 in. 14 ft. - 9 in. 18 ft in. 5 ft. - 4 in. 9 ft. - 1 in. 11 ft. - 8 in. 17 ft. - 2 in. 7 ft. - 5 in. 9 ft. - 6 in. 14 ft. - 2 in. 6 ft. - 2 in. 8 ft. - 1 in. 12 ft. - 2 in. 20 ft. - 0 in. ANSI / FM {Gravity (ASD)} Fpc (LRFD) [FpT (LRFD)] [V-0], [V-1] & [V-2] Require (3/8"), (1/2") Or (5/8") Inch ASTM A36 Or A307, Or Equal Threaded End Conn. [V-6] (1-1/4")EMT (1-1/2") EMT (2") EMT (2-1/2") EMT 3 ft. - 9 in. 6 ft. - 0 in. 9 ft. - 9 in. 16 ft. - 8 in. {564 lbs.} 305 lbs. [990 lbs.] {564 lbs.} 440 lbs. [990 lbs.] {564 lbs.} 700 lbs. [990 lbs.] [V-3] & [V-4] Require (1/2"), (5/8") Or (7/8") Inch ASTM A36 Or A307, Or Equal Threaded End Conn. {740 lbs.} 1,100 lbs. [1,485 lbs.] {850 lbs.} 1,500 lbs. [1,705 lbs.] [V-5] & [V-6] Require (5/8") Or (7/8") Inch ASTM A36 Or A307, Or Equal Threaded End Conn. {1,165 lbs.} 1,900 lbs. [2,345 lbs.] {1,340 lbs.} 2,600 lbs. [2,345 lbs.] Member Member Various Seismic Hanger To Building Structure Connections (SVC38), (SVC12), (SVC58), Or (SVC78) Sized To Fit Threaded Structure Connection Member Shall Extend A Min. (3/8") Inch Beyond End Screw. Each End Conn. (SBEMT) ANVIL Fig. 212 Or ANVIL Fig. 212FP Member Length Clamp Conn. For Steel, Cast-Iron, Copper Piping And EMT Or Rigid Conduit Fpc FpT (3") Max., With Min., Threaded Rod Size. See Chart (SVCxx) Inspection Hole. Minimum Threaded Member Engagement Requires A Minimum Of One Thread To Be Exposed In Hole Member Number. See Chart (2)-(1/4" x 1") Inch Provided Hex Washer Head Screws. Do Not Install Screws Into Conduit Weld Seam. Each End Conn. Per FM, (ASD) = (LRFD / 1.4). Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI., Schedule 5 Or Schedule 7 Steel Pipe With An Equal Or Larger Nominal Size, And An Equal Or Greater Yield Strength Can Be Used In Place Of Conduit. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Member Ends Shall Be Installed Onto Slotted Ends Of The Seismic Hardware Per This Detail. Screws Connecting Member To The Shall Be Installed Through Pilot Holes And Tightened Until Screw Washer Head Is Flat-To-Flat With. Do Not Install Screws Into Conduit Weld Seam. Depicted In-Line, Can Be Installed With An End-To-End, Upper To Lower Off-Set Of (90º) Or Less. RVM-1 Rigid Member - 1

43 BADGER EMT-RSC Various Seismic Hanger To Building Structure Connections BADGER EMT-RSC BADG T-RSC (6") Max. (2") Max. (4") Max. (3/8"), (1/2") Or (5/8") Inch Rod And Chart Rigid Member No. [EMT-RSC] Stiffener Member Steel Conduit Nominal Size Detail (RVM-4) Member Length (3/8") Rod Dia. (X) (1/2") Rod Dia. (X) (5/8") Rod Dia. (X) With Stiffener Compression Fpc (LRFD) Member Length (X) Per Chart (X) Per Chart (1") EMT Conduit (EMT-RSC) Stiffener Clamps, Length (Without) Stiffener Member, See Notice [V-1] (1") EMT 9 ft. - 9 in. 13 in. 18 in. 23 in. 440 lbs. [V-2] [V-3] [V-4] (1") EMT 8 ft. - 0 in. (1") EMT 6 ft. - 4 in. (1") EMT 5 ft. - 5 in. 13 in. (3/8") Dia. Rod Size Not Usable 18 in. 18 in. 18 in. 23 in. 23 in. 23 in. 700 lbs. 1,100 lbs. 1,500 lbs. (2") Max. a4 a4 Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI. Conduit Shall Be Installed As A Straight, (1) Piece Continuous Member. A Minimum Of (2) (EMT-RSC) Rod Stiffener Clamps Required Per Assembly. Seismic Bracing Not Shown For Clarity. (1") Schedule 5, Schedule 7 Or Schedule 40 Steel Pipe With An Equal Or Greater Yield Strength Can Be Used In Place Of Conduit, Provided Support Rod Size Is Limited To (3/8") or (1/2") Inch. Application Specific Seismic Support Rod Length (Without) Rod Stiffener Per SEBO. (1") EMT Conduit Member Sits On Top Of Hex Nut Item Being Supported By Threaded Rod. Strut Trapeze, HVAC Duct, Fpc Equipment Or Other, Per SEBO The FpT Tension Capacity. Installed, But Not Tightened Gap a4 - a4 Tighten Torque-Off Hex Nut Until Hex Head Breaks Away. Gap Will Vary And Deform Other Than Depicted Due To Stiffener Member And Support Rod Combinations RVM-4 Rigid Member - 4

44 [SHCA] Clamp Assembly Rigid Member No. [V-0] Thru [V-4] Rod Size 1/2 in. Thru 1 in. Detail (RVM-5) Member (12 ga.) Thick Single Strut Size (1-5/8"x1-5/8") (Z) Member Length 12 ft in. Measured From Underside Of Structure To Top Of Pipe Or Conduit Various Seismic Hanger To Building Structure Connections With Member Compression Fpc (LRFD) 1,500 lbs. Industries U-Plate With V-Bolt And (2) Break-Off Hex Nuts SVSS (SVSS) Alignment Spacer Max. (6") Max. (1/4") Gap (12 ga. 1-5/8"x1-5/8") Single Strut Member. See (Z) (1/2"), (5/8"), (3/4"), (7/8") Or (1") Inch Rod And Chart For (3/8") Inch Rod See Detail (RVM-538) SVSS Due To Slop Between Top Of Pipe Or Conduit And Underside Of Hanger Cross Bolt, A Strut Member Is Required At All Single Hanger Seismic Locations To Resist Uplift Of The Pipe Or Conduit Within The Hanger And Buckling Of The Support Rod (SVSS) Alignment Spacer Inserted Into Cut End Of Strut For Top Of Pipe Or Conduit Placement b5-b5 Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Seismic Bracing Not Shown For Clarity. See Detail (RVM-538) For (3/8") Inch Rod Size. Application Specific Seismic Support Rod Length (Without) Strut Member. The FpT Tension Capacity. For Trapeze And Equipment Supports See Detail (RVM-6) And (RVM-638). RVM-5 b5 Strut Member With (SVSS) End Insert Tight To Top Of Pipe Or Conduit a5 Fpc Per Chart Single Hanger Sized To Fit Pipe Rigid Member - 5 (1 And 2 Of 2) (SHCA) Clamp Assemblies a5 Max. (2") Tighten Both Break-Off Hex Nuts Evenly Until Hex Head Breaks Away (Z) (12 Ga.) Strut Per Detail And Chart a5-a5 Length (Without) Stiffener Member, See Notice

45 Industries U-Plate With V-Bolt And (2) Break-Off Hex Nuts See Notice For Torque Tightening Requirement Of Break-Off Hex Nuts Due To Slop Between Top Of Pipe Or Conduit And Underside Of Hanger Cross Bolt, A Strut Member Is Required At All Single Hanger Seismic Locations To Resist Uplift Of The Pipe Or Conduit Within The Hanger And Buckling Of The Support Rod (SVSS) Alignment Spacer Inserted Into Cut End Of Strut For Top Of Pipe Or Conduit Placement [SHCA] Clamp Assembly (SVSS) Alignment Spacer b5 - b5 SVSS For (3/8") Inch Rod Size Torque Both Break-Off Hex Nuts Evenly To (3 ft lbs) / (36 in lbs). Hex Nut Head Should Not Be Broken Off, And (3/8") Rod Should Not Be Bent Or Deformed. See Detail (RVM-5) For Larger Rod Sizes. The FpT Tension Capacity. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Seismic Bracing Not Shown For Clarity. Application Specific Seismic Support Rod Length (Without) Strut Member. For Trapeze And Equipment Supports See Detail (RVM-6) And Detail (RVM-638). RVM-538 Max. (6") Max. (1/4") Gap (12 ga. 1-5/8"x1-5/8") Single Strut Member. See (Z) b5 Rigid Member No. [V-0] Thru [V-4] Rod Size 3/8 in. See Notice Strut Member With (SVSS) End Insert Tight To Top Of Pipe Or Conduit Detail (RVM-538) Stiffener Member (12 ga.) Thick Single Strut Size (1-5/8"x1-5/8") Rigid Member (Z) Member Length 12 ft in. Measured From Underside Of Structure To Top Of Pipe Or Conduit Various Seismic Hanger To Building Structure Connections a538 Single Hanger Sized To Fit Pipe (3/8") Inch Rod And Chart. For Larger Rod Sizes See Detail (RVM-5) (1 And 2 Of 2) (SHCA) Clamp Assemblies a538 Max. (2") With Member Compression Fpc (LRFD) 1,500 lbs. For (1/2") Inch And Larger Rod See Detail (RVM-5) (12 Ga.) Strut Per Detail And Chart a538 - a538 Torque Both Break-Off Hex Nuts Evenly To (3 ft lbs) Or (36 in lbs). Hex Nut Head Should Not Be Broken Off, And (3/8") Rod Should Not Be Bent Or Deformed (Z) SVSS Length (Without) Stiffener Member, See Notice

46 Industries U-Plate With V-Bolt And (2) Break-Off Hex Nuts [SHCA] Clamp Assembly SVSS (SVSS) Alignment Spacer Various Seismic Hanger To Building Structure Connections Max. (6") Max. (1/4") Gap (1/2"), (5/8"), (3/4"), (7/8") Or (1") Inch Rod And Chart For (3/8") Inch Rod See Detail (RVM-638) Rigid Member No. [V-0] Thru [V-4] Rod Size 1/2 in. Thru 1 in. Detail (RVM-6) Member (12 ga.) Thick Single Strut Size (1-5/8"x1-5/8") (Z) Member Length 12 ft in. (12 ga. 1-5/8"x1-5/8") Single Strut Member. See (Z) With Member Compression Fpc (LRFD) 1,500 lbs. (1 And 2 Of 2) (SHCA) Clamp Assemblies Tighten Both Break-Off Hex Nuts Evenly Until Hex Head Breaks Away SVSS (12 Ga.) Strut Per Detail And Chart a6-a6 Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Seismic Bracing Not Shown For Clarity. See Detail (RVM-638) For (3/8") Inch Rod Size. Application Specific Seismic Support Rod Length (Without) Strut Member. The FpT Tension Capacity. For Single Hanger Piping Or Conduit Supports See Detail (RVM-5) And Detail (RVM-538). RVM-6 a6 Strut Member Tight To Item Being Supported By Threaded Rod Fpc a6 Rigid Member - 6 Max. (2") (Z) Length (Without) Stiffener Member, See Notice Item Being Supported By Threaded Rod. Strut Trapeze, HVAC Duct, Equipment Or Other,

47 Industries U-Plate With V-Bolt And (2) Break-Off Hex Nuts [SHCA] Clamp Assembly SVSS (SVSS) Alignment Spacer Various Seismic Hanger To Building Structure Connections Max. (6") Max. (1/4") Gap (3/8") Inch Rod And Chart. For Larger Rod Sizes See Detail (RVM-6) For (1/2") Inch And Larger Rod See Detail (RVM-6) See Notice For Torque Tightening Requirement Of Break-Off Hex Nuts Rigid Member No. [V-0] Thru [V-4] Rod Size 3/8 in. See Notice Detail (RVM-638) Member (12 ga.) Thick Single Strut Size (1-5/8"x1-5/8") (Z) Member Length For (3/8") Inch Rod Size Torque Both Break-Off Hex Nuts Evenly To (3 ft lbs) / (36 in lbs). Hex Nut Head Should Not Be Broken Off, And (3/8") Rod Should Not Be Bent Or Deformed. See Detail (RVM-6) For Larger Rod Sizes. The FpT Tension Capacity. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Seismic Bracing Not Shown For Clarity. Application Specific Seismic Support Rod Length (Without) Strut Member. For Single Hanger Piping Or Conduit Supports See Detail (RVM-5) And Detail (RVM-538). RVM ft in. (12 ga. 1-5/8"x1-5/8") Single Strut Member. See (Z) With Member Compression Fpc (LRFD) 1,500 lbs. a638 Strut Member Tight To Item Being Supported By Threaded Rod Fpc Rigid Member (1 And 2 Of 2) (SHCA) Clamp Assemblies a638 Max. (2") (Z) SVSS (12 Ga.) Strut Per Detail And Chart a638 - a638 Torque Both Break-Off Hex Nuts Evenly To (3 ft lbs) Or (36 in lbs). Hex Nut Head Should Not Be Broken Off, And (3/8") Rod Should Not Be Bent Or Deformed Length (Without) Stiffener Member, See Notice Item Being Supported By Threaded Rod. Strut Trapeze, HVAC Duct, Equipment Or Other,

48 Rigid Member No. [V-3] [V-5] [V-6] [RS-1] Rod Stiffener Bolt Detail (RVM-7) Rod Size 3/8 in. 1/2 in. 5/8 in. (X) 13 in. 18 in. 23 in. With Stiffener Compression Fpc (LRFD) 1,100 lbs. 1,900 lbs. 2,600 lbs. (RS-1) Rod Stiffener Bolt Various Seismic Hanger To Building Structure Connections (4") Max. (4") Max. (1") Min. (X) Per Chart (X) Per Chart a7 (3/8"), (1/2"), (5/8") (3/4") Or (7/8") Inch Rod And Chart Single Strut Stiffener Member (12 ga. 1-5/8"x1-5/8") a7 Length With Stiffener Member (9'-8"), See Chart Length (Without) Stiffener Member, See Notice [V-6] 3/4 in. 28 in. 2,600 lbs. [V-6] 7/8 in. 33 in. 2,600 lbs. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. A Minimum Of (2) (RS-1) Rod Stiffener Bolts Required Per Assembly. Seismic Bracing Not Shown For Clarity. Application Specific Seismic Support Rod Length (Without) Rod Stiffener. The FpT Tension Capacity. Strut Stiffener Member Sits On Top Of Hex Nut (RS-1) Rod Stiffener Trapeze, Equipment, Or Other Item Being Braced (Varies) Fpc Tighten Until Bolt Head Breaks Off RVM-7 Rigid Member - 7 a7 - a7

49 Per FM, (ASD) = (LRFD / 1.4). Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. (2") Inch EMT Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Member Ends Shall Be Installed Onto Slotted Ends Of The Per This Detail. Screws Connecting Member To The Shall Be Installed Through Pilot Holes And Tightened Until Screw Washer Head Is Flat-To-Flat With. Do Not Install Screws Into Conduit Weld Seam. Can Be Installed With Any End-To-End, Upper Seismic Hardware To Lower Off-Set. Member No. [V-4] [V-5] [V-6] [V-7] [V-8] [V-9] [V-10] Detail (RVM-HD) Member Steel Conduit Nominal Sizes Member Length (2") EMT 15 ft. - 7 in. (2") EMT 13 ft in. (2") EMT 11 ft in. (2") EMT 11 ft. - 3 in. (2") EMT 10 ft. - 8 in. (2") EMT 10 ft. - 0 in. (2") EMT 8 ft. - 8 in. ANSI / FM {Gravity (ASD)} Fpc (LRFD) [FpT (LRFD)] {3,000 lbs.} 1,500 lbs. [5,250 lbs.] {3,000 lbs.} 1,900 lbs. [5,250 lbs.] {3,000 lbs.} 2,600 lbs. [5,250 lbs.] {3,000 lbs.} 2,900 lbs. [5,250 lbs.] {3,000 lbs.} 3,200 lbs. [5,250 lbs.] {3,000 lbs.} 3,600 lbs. [5,250 lbs.] {3,000 lbs.} 4,800 lbs. [5,250 lbs.] RVM-HD (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms Various Seismic Hanger To Building Structure With Connection Member Shall Extend A Min. (3/8") Inch Beyond End Screw. Each End Conn. Member Length Rigid Member - HD Fpc FpT SSC 1/4" 1/4" Fill Flush Weld Conn., To Building Structure. (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating 1/4" 1/4" Member Number Per SEBO. (4)-(1/4" x 1") Inch Hex Washer Head Screws Provided With Seismic Hardware. Do Not Install Screws Into Conduit Weld Seam. All End Conn. Weld Conn., To Pipe Or Item Being Braced. (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Fill Flush

50 RIGID BRACING INSTALLATION DETAILS

51 Detail (RBM-1) Brace Member No. [B-0] [B-1] [B-2] [B-3] [B-4] [B-5] Brace Member Steel Conduit Nominal Sizes (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (3/4") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (2-1/2") EMT (1") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (2-1/2") EMT (1-1/4") EMT (1-1/2") EMT (2") EMT (2-1/2") EMT Brace Member Length 7 ft. - 5 in. 9 ft. - 9 in. 12 ft. - 9 in. 14 ft. - 9 in. 6 ft. - 0 in. 9 ft. - 7 in. 12 ft. - 9 in. 14 ft. - 9 in. 18 ft in. 4 ft. - 4 in. 7 ft. - 3 in. 12 ft. - 0 in. 14 ft. - 9 in. 18 ft in. 2 ft. - 8 in. 5 ft. - 4 in. 9 ft. - 1 in. 11 ft. - 8 in. 17 ft. - 2 in. 20 ft. - 0 in. 3 ft in. 7 ft. - 5 in. 9 ft. - 6 in. 14 ft. - 2 in. 20 ft. - 0 in. 6 ft. - 2 in. 8 ft. - 1 in. 12 ft. - 2 in. 20 ft. - 0 in. 30º to 44º Brace Member 152 lbs. 220 lbs. 350 lbs. 550 lbs. 750 lbs. 950 lbs. ANSI / FM Brace Angle From 45º to 60º Brace Member 216 lbs. 311 lbs. 494 lbs. 777 lbs. 1,060 lbs. 1,343 lbs. 61º to 75º Brace Member 264 lbs. 381 lbs. 606 lbs. 952 lbs. 1,299 lbs. 1,645 lbs. 90º = Horiz. Brace Member 305 lbs. 440 lbs. 700 lbs. 1,100 lbs. 1,500 lbs. 1,900 lbs. (SBEMT) Pivot Arm (Substitution Per Notice) (2)-(1/4" x 1") Inch Hex Washer Head Screws Provided With. Do Not Install Screws Into Conduit Weld Seam. Each End Conn. Brace Member Shall Extend A Min. (3/8") Inch Beyond End Screw. Each End Conn. Brace Member Length Brace Member. See Chart (SBEMT) Pivot Arm (Substitution Per Notice) Horizontal Fp Brace Angle. See Chart [B-6] (1-1/4") EMT (1-1/2") EMT (2") EMT (2-1/2") EMT 3 ft. - 9 in. 6 ft. - 0 in. 9 ft. - 9 in. 16 ft. - 8 in. 1,172 lbs. 1,657 lbs. 2,030 lbs. 2,345 lbs. Brace Member Per FM, (ASD) = (LRFD / 1.4). Listed (LRFD) Values Controlled By Compression Capacity Of Brace Member. See Detail (SVC - SBEMT) For Individual Conduit Size Tension Capacity. Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI. Schedule 5 Or Schedule 7 Steel Pipe With An Equal Or Larger Nominal Size, And An Equal Or Greater Yield Strength Can Be Used In Place Of Conduit. Brace Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Brace Member Ends Shall Be Installed Onto Slotted Ends Of (SBEMT) Pivot Arms Per This Detail. Screws Connecting Brace Member To (SBEMT) Shall Be Installed Through Pilot Holes And Tightened Until Screw Washer Head Is Flat-To-Flat With (SBEMT). Do Not Install Screws Into Conduit Weld Seam. (SBEMT) Depicted In-Line, Can Be Installed With An Upper To Lower Off-Set Of (90º) Or Less. One Or Both Of The Depicted (SBEMT) Pivot Arms Can Be Substituted With (SVC38), (SVC12) And/Or (SVC58). RBM-1 Rigid Brace Member - 1

52 Per FM, (ASD) = (LRFD / 1.4). Seismic Independent Lab Testing Performed By FM Global. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI. Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Member Ends Shall Be Installed Onto Slotted Ends Of The Per This Detail. Screws Connecting Brace Member To The Shall Be Installed Through Pilot Holes And Tightened Until Screw Washer Head Is Flat-To-Flat With. Do Not Install Screws Into Conduit Weld Seam. Depicted In-Line, Can Be Installed With Any End-To-End, Upper To Lower Off-Set. Detail (RBM-HD) Brace Member No. [B-4] Brace Member Steel Conduit Nominal Size Brace Member Length (2") EMT 15 ft. - 7 in. 30º to 44º Brace Member 750 lbs. ANSI / FM Brace Angle From 45º to 60º Brace Member 1,060 lbs. 61º to 75º Brace Member N / C 90º = Horiz. Brace Member 1,500 lbs. [B-5] (2") EMT 13 ft in. 950 lbs. 1,343 lbs. N / C 1,900 lbs. [B-6] (2") EMT 11 ft in. 1,300 lbs. 1,838 lbs. N / C 2,600 lbs. [B-7] (2") EMT 11 ft. - 3 in. 1,450 lbs. 2,050 lbs. N / C 2,900 lbs. [B-8] (2") EMT 10 ft. - 8 in. 1,600 lbs. 2,262 lbs. N / C 3,200 lbs. [B-9] (2") EMT 10 ft. - 0 in. 1,800 lbs. 2,545 lbs. N / C 3,600 lbs. [B-10] (2") EMT 8 ft. - 8 in. 2,400 lbs. 3,393 lbs. N / C 4,800 lbs. [B-11] (2") EMT 7 ft. - 9 in. 2,625 lbs. 3,710 lbs. N / C 5,250 lbs. SSC (2 Of 4) (1/4" x 1") Inch Hex Washer Head Screws Provided With. Do Not Install Screws Into Conduit Weld Seam. Each End Conn. (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms Each End Connection Brace Member Shall Extend A Min. (3/8") Inch Beyond End Screws. Each End Conn. Brace Member Length (2") RIGID Brace Member. See Chart Double (SBEMT) Pivot Arms. Note, (SSC) Hardware Base Not Shown For Clarity. Horizontal Fp (2") RIGID Brace Member Brace Angle. See Chart N / C = Connection Of (2") EMT Conduit To SSC-HD Not Conducive To Referenced Angles. RBM-HD Rigid Brace Member - Heavy Duty

53 Various Seismic Hanger To Building Structure Connections (1 And 2 And 3 Of 3) (SHCA). See Notice Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. For (3/8") Inch Support Rod Size See Details (RVM-538). For (1/2") Inch And Larger Support Rod Sizes See Details (RVM-5). One Seismic Kit Part # (SHCA) Includes All Components Required For Depicted Assembly Locations (1, 2 And 3 Of 3) Depicted Within This Detail. For Copper Pipe Dissimilar Metals Contact Provide Project Specified Protective Barrier. Strut Compression Member, Threaded Support Rod, Hanger, Anchorage To The Overhead Structure, Pipe Or Conduit, Etc., By Others. Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit EV-1 Clevis Hanger, J-Hanger Or Other Hanger, EV-2 EV-1 EV-2 SHV-OS Single Hanger With Offset Strut Compression Assembly

54 Various Seismic Hanger To Building Structure Connections (SVCxx) (1 Of 1) Rigid Member And Detail (RVM-1) Industries (SBEMT) Seismic Hardware (SBEMT) (SBEMT) Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Nut 1 Copper Pipe Nut 1 Cushion Strip Joint Example. Offset Can Orientated Clockwise Or Counter Clockwise From (SBEMT) ANVIL Fig. 212 Or ANVIL Fig. 212FP ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Nut 2 ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 And Hex Nut 2, Every (1) Turn. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Schedule 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHVT-SPCA). For Cast-Iron Pipe See Detail (SHVT-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHVT-COPA). For Schedule 5 Steel Pipe And EMT Conduit See Detail (SHVT-EMT5A). SHV-A Single Hanger Bracing

55 Various Seismic Hanger To Building Structure Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections SSC (2") EMT Conduit Rigid Member Per Detail (RVM-HD) (2") EMT Conduit Rigid Member (1 Of 1) Rigid Member And Detail (RVM-HD) Fill Flush 1/4" 1/4" SSC (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections 1/4" 1/4" Fill Flush (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Steel Pipe Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHV-HD Single Hanger Bracing - Heavy Duty

56 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SSC) SSC (SHCA) Stiffener Assembly. See Detail (SHV-OS) Clevis Hanger,, With (3/8"), (1/2"), (5/8") Or (3/4") Inch Diameter Cross-Bolt Mfg., Cross-Bolt Length May Need To Be Increased To Allow For Installation Of (SSC-RF) Seismic Hardware. Cross-Bolt Depicted Without Stiffener For Clarity, See Notice Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit SSC-RF EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC-RF) Sized To Fit (3/8"), (1/2"), (5/8") Or (3/4") Dia., Clevis Hanger Cross-Bolt (1 Of 1) Rigid Brace Member Brace Angle Seismic Capacity And Load Path Integrity Of Clevis Hanger Shall Be Determined By SEBO. Cross-Bolt Type, Diameter And Length Vary Among Hanger Manufacturer s. Length May Need To Be Increased To Allow For Installation Of. Tighten Hex Nut On Cross-Bolt Per SEBO Requirements. Cross-Bolt Stiffener Not Depicted For Clarity. Need And Type Of Cross-Bolt Stiffener Shall Be As Determined By SEBO. SHT-RH Single Hanger Transverse Bracing

57 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (2 Of 2) Rigid Brace Members EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SHCA) Stiffener Assembly. See Detail (SHV-OS) Mfg., Cross-Bolt Length May Need To Be Increased To Allow For Installation Of (SSC-RF) Seismic Hardware. Cross-Bolt Depicted Without Stiffener For Clarity, See Notice SSC-RF Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit Clevis Hanger,, With (3/8"), (1/2"), (5/8") Or (3/4") Inch Diameter Cross-Bolt SSC-RF EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC-RF) Sized To Fit (3/8"), (1/2"), (5/8") Or (3/4") Dia., Clevis Hanger Cross-Bolt (SSC) (1 Of 2) Rigid Brace Members SSC Brace Angle Seismic Capacity And Load Path Integrity Of Clevis Hanger Shall Be Determined By SEBO. Cross-Bolt Type, Diameter And Length Vary Among Hanger Manufacturer s. Length May Need To Be Increased To Allow For Installation Of. Tighten Hex Nut On Cross-Bolt Per SEBO Requirements. Cross-Bolt Stiffener Not Depicted For Clarity. Need And Type Of Cross-Bolt Stiffener Shall Be As Determined By SEBO. SHT-RH2 Single Hanger Transverse Bracing

58 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SSC) SSC (SHCA) Stiffener Assembly. See Detail (SHV-OS) EMT Conduit Rigid Brace Member Per Detail (RBM-1) Brace Angle Clevis Hanger, J-Hanger Or Other Hanger, ANVIL Fig. 212 Or ANVIL Fig. 212FP Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit (SBEMT) Nut 1 (SBEMT) (1 Of 1) Rigid Brace Member Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Schedule 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHVT-SPCA). For Cast-Iron Pipe See Detail (SHVT-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHVT-COPA). For Schedule 5 Steel Pipe And EMT Conduit See Detail (SHVT-EMT5A). Nut 2 ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 2 Copper Pipe Nut 1 ANVIL Fig. 212 Or ANVIL Fig. 212FP Cushion Strip Joint Example. Offset Can Orientated Clockwise Or Counter Clockwise From (SBEMT) For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 And Hex Nut 2, Every (1) Turn. SHT-RA Single Hanger Transverse Bracing

59 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections EMT Conduit Rigid Brace Member Per Detail (RBM-1) (2 Of 2) Rigid Brace Members (SHCA) Stiffener Assembly. See Detail (SHV-OS) ANVIL Fig. 212 Or ANVIL Fig. 212FP EMT Conduit Rigid Brace Member Per Detail (RBM-1) Clevis Hanger, J-Hanger Or Other Hanger, Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Nut 2 (SBEMT) Nut 1 EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SBEMT) (SSC) (1 Of 2) Rigid Brace Members SSC Brace Angle Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. As Depicted Transverse Brace Members Can Be Installed On Opposite Sides Of The Pipe, Or Both Of The (2) Required Transverse Brace Members Can Be Installed On The Same Side Of The Pipe. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Schedule 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHVT-SPCA). For Cast-Iron Pipe See Detail (SHVT-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHVT-COPA). For Schedule 5 Steel Pipe And EMT Conduit See Detail (SHVT-EMT5A). For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 2 Copper Pipe SHT-RA2 Nut 1 Cushion Strip Joint Example. Offset Can Orientated Clockwise Or Counter Clockwise From (SBEMT) ANVIL Fig. 212 Or ANVIL Fig. 212FP Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 An Additional (2) Turns. Alternate Tightening Hex Nut 1 And Hex Nut 2, Every (1) Turn. Single Hanger Transverse Bracing

60 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SHCA) Stiffener Assembly. See Detail (SHV-OS) EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC) SSC Brace Angle Clevis Hanger, J-Hanger Or Other Hanger, (SSC) (1 Of 1) Rigid Brace Members Weld Notice: Prior To Welding Of (SSC) to Pipe, Disassemble SBEMT Pivot Arm And Both Spacers From (SSC) To Protect Them From Weld Heat. After Welded Connection Has Cooled Reassemble (SSC) With A Spacer On Each Side Of SBEMT As Depicted. (SSC). Welded To Steel Pipe At Various Applicable Brace Angles Per SEBO Steel Pipe 1/4" 1/4" Fill Flush (SSC) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Steel Pipe Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHT-RW Single Hanger Transverse Bracing - Welded

61 EMT Conduit Rigid Brace Member Per Detail (RBM-1) (2 Of 2) Rigid Brace Members (SHCA) Stiffener Assembly. See Detail (SHV-OS) Various Seismic Hanger To Building Structure Connections Clevis Hanger, J-Hanger Or Other Hanger, EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC) (SSC). All Braces (1 Of 2) Rigid Brace Members Various Seismic Brace To Building Structure Connections Transverse Brace (2 Of 2) SSC Brace Angle. All Braces Brace Angle Seismic Brace Angle Transverse Brace (1 Of 2) Fill Flush 1/4" 1/4" Steel Pipe Weld Notice: Prior To Welding Of (SSC) to Pipe, Disassemble SBEMT Pivot Arm And Both Spacers From (SSC) To Protect Them From Weld Heat. After Welded Connection Has Cooled Reassemble (SSC) With A Spacer On Each Side Of SBEMT As Depicted. 1/4" 1/4" Fill Flush (SSC) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Steel Pipe (SSC). Welded To Steel Pipe At Various Applicable Brace Angles Per SEBO Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHT-RW2 Single Hanger Transverse Bracing - Welded

62 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (1 Of 1) Rigid Member And Detail (RVM-HD) Fill Flush 1/4" 1/4" (2") EMT Conduit Rigid Member Per Detail (RVM-HD) (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (1 Of 1) Rigid Brace Member Per SEBO And Detail (RBM-HD) (2") EMT Conduit Rigid Brace Member Per Detail (RBM-HD) SSC Brace Angle (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms Welded To Steel Pipe At Various Applicable Brace Angles Per SEBO Steel Pipe 1/4" 1/4" Fill Flush (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Steel Pipe Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHT-HD Single Hanger Transverse Bracing - Heavy Duty

63 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (2") EMT Conduit Rigid Brace Member Per Detail (RBM-HD) (1 Of 2) Rigid Brace Members Per SEBO And Detail (RBM-HD) (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (1 Of 1) Rigid Member And Detail (RVM-HD) Fill Flush 1/4" 1/4" (2") EMT Conduit Rigid Member Per Detail (RVM-HD) (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections Transverse Brace (1 Of 2) (2") EMT Conduit Rigid Brace Member Per Detail (RBM-HD) (2 Of 2) Rigid Brace Members Per SEBO And Detail (RBM-HD) Brace Angle SSC Seismic Brace Angle. All Braces Brace Angle Transverse Brace (2 Of 2) Fill Flush 1/4" 1/4" (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHT-HD2 Steel Pipe 1/4" 1/4" Fill Flush Single Hanger Transverse Bracing - Heavy Duty Steel Pipe (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms Welded To Steel Pipe At Various Applicable Brace Angles

64 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SHCA) Stiffener Assembly. See Detail (SHV-OS) EMT Conduit Rigid Brace Member Per Detail (RBM-1) (1 Of 1) Rigid Brace Member (SSC) (SBEMT) SSC Brace Angle (SBEMT) Nut 1 EMT Conduit Rigid Brace Member Per Detail (RBM-1) ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 1 Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe Clevis Hanger, J-Hanger Or Other Hanger, Max.,(x") Brace Offset ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-RA Single Hanger Longitudinal Bracing

65 (SHCA) Stiffener Assembly. See Detail (SHV-OS) (2 Of 2) Rigid Brace Members Various Seismic Hanger To Building Structure Connections (SSC) (1 Of 2) Rigid Brace Members EMT Conduit Rigid Brace Member Per Detail (RBM-1) Clevis Hanger, J-Hanger Or Other Hanger, (SBEMT) Various Seismic Brace To Building Structure Connections SSC Brace Angle EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SBEMT) Nut 1 ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Nut 1 Gap (< 1/4") Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe ANVIL Fig. 212 Or ANVIL Fig. 212FP ANVIL Fig. 212 Or ANVIL Fig. 212FP Max.,(x") Brace Offset Max.,(x") Brace Offset ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Nut 2 Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. As Depicted Longitudinal Brace Members Can Be Installed On Opposite Sides Of The Seismic Hanger, Or Both Of The (2) Required Longitudinal Brace Members Can Be Installed On The Same Side Of The Seismic Hanger, Provided The Plan View Orientation Of The Seismic Brace Members Is (180º) Degrees From Each Other. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. SHL-RA2 Single Hanger Longitudinal - Double Arm Bracing

66 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SHCA) Stiffener Assembly. See Detail (SHV-OS) Clevis Hanger, J-Hanger Or Other Hanger, 1/4" 1/4" Fill Flush SSC (1 Of 1) Rigid Brace Member Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO (SSC) EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC), All Brace End Conn. SSC Brace Angle Steel Pipe Weld Notice: Prior To Welding Of (SSC) to Pipe, Disassemble SBEMT Pivot Arm And Both Spacers From (SSC) To Protect Them From Weld Heat. After Welded Connection Has Cooled Reassemble (SSC) With A Spacer On Each Side Of SBEMT As Depicted. 1/4" 1/4" Fill Flush (SSC) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHL-RW Single Hanger Longitudinal Bracing - Welded

67 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SHCA) Stiffener Assembly. See Detail (SHV-OS) (2 Of 2) Rigid Brace Members Fill Flush 1/4" 1/4" SSC Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO Clevis Hanger, J-Hanger Or Other Hanger, 1/4" 1/4" Fill Flush SSC (1 Of 2) Rigid Brace Members Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO (SSC). All Braces EMT Conduit Rigid Brace Member Per Detail (RBM-1) (SSC), All Brace End Conn. SSC Steel Pipe Brace Angle Per SEBO. All Braces (1 Of 2) Rigid Brace Members Per SEBO. Second Brace Not Shown For Clarity 1/4" 1/4" Fill Flush (SSC) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Longitudinal Brace (2 Of 2) Brace Angle Seismic Brace Angle SSC SSC Longitudinal Brace (1 Of 2) Weld Notice: Prior To Welding Of (SSC) to Pipe, Disassemble SBEMT Pivot Arm And Both Spacers From (SSC) To Protect Them From Weld Heat. After Welded Connection Has Cooled Reassemble (SSC) With A Spacer On Each Side Of SBEMT As Depicted. Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHL-RW2 Single Hanger Longitudinal Bracing - Welded

68 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (1 Of 1) Rigid Member And Detail (RVM-HD) SSC (2") EMT Conduit Rigid Member Per Detail (RVM-HD) (1 Of 1) Rigid Brace Member And Detail (RBM-HD) (2") EMT Conduit Rigid Brace Member Per Detail (RBM-HD) (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections (2") EMT Conduit Rigid Member SSC Brace Angle. For Heavy Duty Longitudinal Brace Assembly, Brace Angle Shall Be Limited To (30º- 60º) Fill Flush 1/4" 1/4" SSC 1/4" 1/4" Fill Flush SSC Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections Steel Pipe 1/4" 1/4" Fill Flush (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHL-HD Single Hanger Longitudinal Bracing - Heavy Duty

69 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections SSC (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections SSC (1 Of 1) Rigid Member And Detail (RVM-HD) (2") EMT Conduit Rigid Member Per Detail (RVM-HD) (1 Of 2) Rigid Brace Members And Detail (RBM-HD) Brace Angle. For All Longitudinal Brace Assembly, Brace Angle Shall Be Limited To (30º- 60º) (2 Of 2) Rigid Brace Members And Detail (RBM-HD) (2") EMT Conduit Rigid Brace Member Per Detail (RBM-HD) (2") EMT Conduit Rigid Member Fill Flush 1/4" 1/4" SSC Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO SSC 1/4" 1/4" Fill Flush SSC Max., Brace Offset Of (x") Inches Between Seismic Brace And Seismic Per SEBO (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms, All End Connections Steel Pipe 1/4" 1/4" Fill Flush (SSC-HD) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating Longitudinal Brace (2 Of 2) Brace Angle Seismic Brace Angle SSC SSC SSC Longitudinal Brace (1 Of 2) Specified Weld Is TYP., For All Connections To Piping. Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards. SHL-HD2 Single Hanger Longitudinal Bracing - Heavy Duty

70 Various Seismic Hanger To Building Structure Connections (1 Of 2) Seismic Supports Per SEBO Securement Of Items To Trapeze (2 Of 2) Seismic Supports Per SEBO For (3/8") Hex Nut Torque To (19 ft. lbs.) For (1/2") And Larger Hex Nut Torque To (50 ft. lbs.). (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC) Various Seismic Brace To Building Structure Connections SSC Brace Angle (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) SSC-RF (SSC-RF) Minimum (2") Inches (12 ga.) Strut Trapeze Member Strut Nut With Square Strut Washer Minimum (2") Inches Transverse Brace Can Be Orientated In Plan About The Seismic Conn., 180 Degrees From That Depicted. Transverse Brace Can Be Located On Either Side Of The Trapeze. (TSL) Trapeze Span Length T-T1 Trapeze - Transverse Brace

71 Various Seismic Hanger To Building Structure Connections (1 Of 2) Seismic Supports Per SEBO (1 And 2 Of 2) EMT Conduit Rigid Longitudinal Brace Members. See Detail (RBM-1) Securement Of Items To Trapeze (2 Of 2) Seismic Supports Per SEBO For (3/8") Hex Nut Torque To (19 ft. lbs.) For (1/2") And Larger Hex Nut Torque To (50 ft. lbs.). SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC). All Braces (SSC-RF). All Braces Various Seismic Brace To Building Structure Connections SSC Brace Angle. All Braces (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) Minimum (2") Inches (12 ga.) Strut Trapeze Member Strut Nut With Square Strut Washer (TSL) Trapeze Span Length Minimum (2") Inches Individual Braces Can Be Orientated In Plan About The Rod Conn., 180 Degrees From That Depicted. Transverse Brace Can Be Located On Either Side Of The Trapeze Support. The (2) Required Longitudinal Brace Seismic Hardware Connections To Structure Not Shown For Clarity. T-TL3 Trapeze - Combination Transverse / Longitudinal Brace

72 (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through Various Seismic Hanger To Building Structure Connections (1 Of 2) Seismic Supports Per SEBO Conn., To Strut Member Hex Nuts Hand Tight Plus (1/4) Turn, (12 ga. 1-5/8"x1-5/8") Single Strut Member (2 Of 2) Seismic Supports Per SEBO SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC) (SSC-RF) Various Seismic Brace To Building Structure Connections SSC Brace Angle (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) Minimum (2") Inches Upper And Lower Square Strut Washer And Hex Nut HVAC Duct Construction Per SMACNA Standards (6 And 6 Of 12) #10 ITW Buildex Teks Screws (1" O.C.). (Ref. ICC-ESR-1976) Screw Nearest Side Of Duct Shall Be Installed Within (1") Inch Of Side Of Duct Min. (2") Inches (1/2") Inch Diameter ASTM A36 Support Rod With Or (Without) Rod Stiffener Per SEBO Max. (3") From Edge Of Duct To Center Support Rod Both Rods Notice: SEBO Seismic Engineering By Others Transverse Brace Can Be Orientated In Plan About The Seismic Conn., 180 Degrees From That Depicted. Transverse Brace Can Be Located On Either Side Of The Duct. Screws Used To Secure Strut To Top Of Duct Shall Be Installed Through Strut Metal. Do Not Install Screws Through Strut Manufacturer Holes Or Slots. SMACNA Type Bottom Support Member Sized Per SMACNA Standards D-T1 Plan View Bracing Not Shown For Clarity #10 ITW Buildex Teks Screws (1" O.C.). Off-Set Screws Across Strut Width (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct - Transverse Brace

73 (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through Various Seismic Hanger To Building Structure Connections (1 Of 2) Seismic Supports Per SEBO (1 And 2 Of 2) EMT Conduit Rigid Longitudinal Brace Members. See Detail (RBM-1) (SSC-RF) (12 ga. 1-5/8"x1-5/8") Single Strut Member (2 Of 2) Seismic Supports Per SEBO Conn., To Strut Member Hex Nuts Hand Tight Plus (1/4) Turn, SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC). All Braces (SSC-RF) Various Seismic Brace To Building Structure Connections SSC Brace Angle. All Braces (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) Minimum (2") Inches Upper And Lower Square Strut Washer And Hex Nut HVAC Duct Construction Per SMACNA Standards (6 And 6 Of 12) #10 ITW Buildex Teks Screws (1" O.C.). (Ref. ICC-ESR-1976) Screw Nearest Side Of Duct Shall Be Installed Within (1") Inch Of Side Of Duct Min. (2") Inches (1/2") Inch Diameter ASTM A36 Support Rod With Or (Without) Rod Stiffener Per SEBO Max. (3") From Edge Of Duct To Center Support Rod Both Rods Notice: SEBO Seismic Engineering By Others Individual Braces Can Be Orientated In Plan About The Rod Conn., 180 Degrees From That Depicted. Transverse Brace Can Be Located On Either Side Of The Duct. Screws Used To Secure Strut To Top Of Duct Shall Be Installed Through Strut Metal. Do Not Install Screws Through Strut Manufacturer Holes Or Slots. The (2) Required Longitudinal Brace Connections To Structure Not Shown For Clarity. D-TL3 SMACNA Type Bottom Support Member Sized Per SMACNA Standards Plan View Bracing Not Shown For Clarity #10 ITW Buildex Teks Screws (1" O.C.). Off-Set Screws Across Strut Width (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct - Combination Transverse / Longitudinal Brace

74 (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through (1 Of 2) Seismic Supports Per SEBO #10 ITW Buildex Teks Screws Various Seismic Hanger To Building Structure Connections HVAC Duct Construction Per Project Spec. (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures (1") Inch Max. C L (2 Of 2) Seismic Supports Per SEBO C L (1") Inch Max. (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC) (SSC-RF) (1 And 2 Of 2) (T&B) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Min., (3/4") Inch (1/2") Threaded Rod With Upper Hex Nut And Lower Hex Nut Torqued To (25 ft. lbs.) Various Seismic Brace To Building Structure Connections SSC Brace Angle (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) Max. (12") (T&B) Max. (12") (T&B) Max. (12") (T&B) (1") Inch. (T&B) Both Sides Max. (12") (T&B) Min., (1") Inch. Max., (1-1/2") Inch (1 Of 2) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Plan View Bracing Not Shown For Clarity (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through Transverse Brace Can Be Located On Either Side Of The Duct. RD-T1 Round HVAC Duct - Transverse Brace

75 (1 Of 2) Seismic Supports Per SEBO (1 And 2 Of 2) EMT Conduit Rigid Longitudinal Brace Members. See Detail (RBM-1) #10 ITW Buildex Teks Screws Various Seismic Hanger To Building Structure Connections C L (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures (1") Inch Max. (2 Of 2) Seismic Supports Per SEBO SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC). All Braces (SSC-RF). All Braces Various Seismic Brace To Building Structure Connections SSC Brace Angle. All Braces (1 Of 1) EMT Conduit Rigid Transverse Brace Member. See Detail (RBM-1) (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct Construction Per Project Spec. C L (1") Inch Max. (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures (1 And 2 Of 2) (T&B) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Min., (3/4") Inch (1/2") Threaded Rod With Upper Hex Nut And Lower Hex Nut Torqued To (25 ft. lbs.) Max. (12") (T&B) Max. (12") (T&B) Max. (12") (T&B) (1") Inch. (T&B) Both Sides Max. (12") (T&B) Min., (1") Inch. Max., (1-1/2") Inch (1 Of 2) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Plan View Bracing Not Shown For Clarity (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through Transverse Brace Can Be Located On Either Side Of The Round Duct. Individual Longitudinal Braces Can Be Rotated In Plan About Their Rod Conn., 180 Degrees From That Depicted. The (2) Required Longitudinal Brace Connections To Structure Not Shown For Clarity. RD-TL3 Round HVAC Duct - Combination Transverse / Longitudinal Brace

76 (3 Of 4) Or (3 Of 8) EMT Conduit Rigid Brace Members. See Detail (RBM-1) SSC-RF (1 Of 4) Or (1 Of 8) EMT Conduit Rigid Brace Members Per SEBO. See Detail (RBM-1) Various Seismic Hanger To Building Structure Connections (1 Of 4 Or More) Seismic Supports Per SEBO (SSC-RF). All Braces (2 Of 4 Or More) Seismic Supports Per SEBO (4 Of 4) Or (4 Of 8) EMT Conduit Rigid Brace Members Per SEBO. See Detail (RBM-1) Conn., Hex Nut Min., Hand Tight Plus (1/4) Turn, Or As Required By Equipment MFG. SSC-RF (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SSC). All Braces (SSC-RF). All Braces Various Seismic Brace To Building Structure Connections SSC Brace Angle Per SEBO. All Braces (2 Of 4) Or (2 Of 8) EMT Conduit Rigid Brace Members Per SEBO. See Detail (RBM-1) (1 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted E-R4 E-R8 Equipment Construction And Seismic Certification By Others (2 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted Notice: SEBO Seismic Engineering By Others Non Vibration Isolated Or Internally Vibration Isolated Equipment Combination Transverse / Longitudinal Brace Rigid Bracing Can Be Used On Equipment That Is Non Vibration Isolated And Equipment That Is Internally Vibration Isolated Provided Bracing Does Not Prevent Operation Of Vibration Isolation Devices. Orientation Of Braces May Differ From That Depicted, See Detail (ERBLP) For Equipment Rigid Brace Layout Pattern Options Using (4) Rigid Brace Members. The (4) Depicted Rigid Brace Members May Be Increased To (8) Rigid Brace Members, Application Specific (8) Rigid Brace Member Layout Pattern Design. All Required Brace End To Structure Conn., All Required Brace End To Item Being Braced Conn., And All Required Supports Not Shown For Clarity.

77 45 Deg. ERBLP-2 ERBLP-1 Suspended Equipment Seismic Bracing (Plan View) 45 Deg. 90 Deg. Suspended Equipment Seismic Bracing (Plan View) 90 Deg. ERBLP-3 ERBLP-4 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. 45 Deg. Suspended Equipment Seismic Bracing (Plan View) 45 Deg. 90 Deg. 90 Deg. 90 Deg. 90 Deg. Suspended Equipment Seismic Bracing (Plan View) 90 Deg. Suspended Equipment Seismic Bracing (Plan View) ERBLP-5 ERBLP-6 One Or More Individual Rigid Brace Arms Depicted As Can Be Rotated In Plan 180 Degrees About Its Depicted Point Of Connection To Equipment. At Least (3) Of The (4) Outer Most Support Rods Shall Be Used As Seismic Brace Connections To Equipment Unit. ERBLP Equipment Rigid Bracing Layout Pattern

78 CABLE BRACING INSTALLATION DETAILS

79 End Conn., To Structure Fits (3/8") & (1/2") Dia., Anchor Or Bolt With Washer, Round Or Square Washer, Hex Nut Or Bolt, B1 307 (SCC-1) Inspection Head Stamp Washer Faced Slotted Hex Bolt Washer Face Hex Nut B.I. SCC-2 A-307 Brace Angle And SEBO (SCC-2) Inspection Head Stamp Cable Brace Member See Chart (SWB) With Stake-Eye End Conn., Cable Brace Member, Dead Cable Member Live Cable Member (1 Of 1) (SCC-x) Cable Clamp At Looped End Connection. Cable Clamp Installation Torque. Cable Clamp Washer Faced Hex Bolt Head With Slotted Opening To Be Installed On Live Cable With Cable Clamp Washer Faced Hex Nut To Be Installed On Dead Cable. Install With Washer Faces Against Cable One Hook End Of (SWB) Fits (3/8") Diameter Connections And The Other Hook End Of The Same (SWB) Fits (1/2") Diameter Connections Min. (3") (X) Per Chart Washer Can Be Round Or Square BADGER INDUSTRIES (SWB) PLAN VIEW (1, 2, 3 Or More) (SWB) Brackets Can Be Stacked Together, Provided A Washer Is Located Between Hex Nut And The (SWB) Nearest The Hex Nut (SWB) With (SCC-x) Field Assembly Cable End Connection, Horizontal Fp Fits (3/8") Or (1/2") Conn., Size Detail (SWB-CBM) ANSI / FM Brace Angle From Brace Member No. Cable Brace Member Size, Construction Strands / Arrangement, And Material (SCC-x) Cable Clamp Size (SCC-x) Installation Torque (X) Cable Brace Member Live Length 30º to 44º Brace Angle 45º to 60º Brace Angle Brace Member No. [C116-10] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 10 Feet 112 lbs. 159 lbs. [C116-10] [C116-20] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 20 Feet 63 lbs. 89 lbs. [C116-20] [C118-10] [C118-20] Min. (1/8") Inch Dia. (7x7) Galvanized Steel SCC-2 20 ft. lbs. 1-1/2" Inch 10 Feet 20 Feet 219 lbs. 310 lbs. [C118-10] [C118-20] [C316-10] Min. (3/16") Inch Dia. (7x19) Galvanized Steel SCC-2 30 ft. lbs. 1-1/2" Inch 10 Feet 528 lbs. 771 lbs. [C316-10] Seismic Independent Lab Testing Performed Using Tension Only Cyclic Loads Per ANSI / FM 1950, Resistance Factor (0.70) Used. (ASD) Capacity = Listed Capacity Divided By (1.4). Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Torque Setting Of (SCC-x) Cable Clamp Assembly With Both Live And Dead Cable Brace Members Will Cause Nesting Of The Cable Brace Members Within The (SCC-x) Cable Clamp, That May Result In An (SCC-x) Orientation Different Than That Depicted. Field Installed Cable Loop Shall Fit Tight To The Seismic Hardware, Not Bulging Or Oversized. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. SWB-CBM SWB - Cable Brace Member

80 End Conn., To Structure Fits (/12") & (5/8") Dia., Anchor Or Bolt Size Per SEBO, (SSC) with Cable Loop End Connection To Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop Forged Cable Clamps SSC Brace Angle Forged Cable Clamps (SSC) Live Cable Brace Member Size (7/32"), (1/4"), (5/16") Or (3/8") Diameter Dead Cable Member Forged Cable Clamps, (X1), (X2) And (X3) Both Cable End Conn., (X1) (X2) (X3) SSC-RF (SSC-RF) with (STW x/x) Washer And Field Installed Cable Loop Around Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop (SSC-RF) with (STW x/x) Washer. Fits (3/8"), (1/2"), (5/8") And (3/4") Conn., Sizes Horizontal Fp Detail (CBM-HD) 30º to 44º Brace Member ANSI / FM Brace Angle From 45º to 60º 61º to 75º Brace Member Brace Member 90º = Horiz. Brace Member Listed Capacities Controlled By Weaker (SSC-RF) Component. 1,465 lbs. 2,015 lbs. 1,810 lbs. 1,725 lbs. Usage Of This Detail Shall Be Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Field Installed Cable Loop Shall Fit Tight To The, Not Bulging Or Oversized. Live Length Of Cable Brace Member Is Measured From Center To Center Of Pivot Pins. Live Length Of Cable Member Shall Be Determined By SEBO. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. CBM-HD Cable Brace Members - Heavy Duty

81 Various Seismic Hanger To Building Structure Connections (1 And 2 And 3 Of 3) (SHCA). See Notice Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. For (3/8") Inch Support Rod Size See Details (RVM-538). For (1/2") Inch And Larger Support Rod Sizes See Details (RVM-5). One Seismic Kit Part # (SHCA) Includes All Components Required For Depicted Assembly Locations (1, 2 And 3 Of 3) Depicted Within This Detail. For Copper Pipe Dissimilar Metals Contact Provide Project Specified Protective Barrier. Strut Compression Member, Threaded Support Rod, Hanger, Anchorage To The Overhead Structure, Pipe Or Conduit, Etc., By Others. Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit EV-1 Clevis Hanger, J-Hanger Or Other Hanger, EV-2 EV-1 EV-2 SHV-OS Single Hanger With Offset Strut Compression Assembly

82 Various Seismic Brace To Building Structure Connections Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections Brace Angle Per SEBO. All Braces (SWB) With Stake Eye Cable Brace. All Braces (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (SWB) With Stake Eye Cable Brace. All Braces (SHCA) (SCC-x) Stiffener Assembly. See Detail (SHV-OS) Cable Clamp All Braces (2 Of 2) Brace Angle Per SEBO. All Braces Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Mfg., Cross-Bolt Length May Need To Be Increased To Allow For Installation Of. Cross-Bolt Depicted Without Stiffener For Clarity, See Notice Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit (SWB). All Braces Clevis Hanger, Seismic Capacity And Load Path Integrity Of Clevis Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. Cross-Bolt Type, Diameter And Length Vary Among Hanger Manufacturer s. Length May Need To Be Increased To Allow For Installation Of. Tighten Hex Nut On Cross-Bolt Per SEBO Requirements. Cross-Bolt Stiffener Not Depicted For Clarity. Need And Type Of Cross-Bolt Stiffener Shall Be As Determined By SEBO. This Detail Is For Use With Cable Bracing Installed Taught To Remove Slack. SHT-C Single Hanger Transverse Bracing

83 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Cable Brace Members (SHCA) Stiffener Assembly. See Detail (SHV-OS) Nut 1 Nut 1 ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From Cable. Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Each Clamp B.I. SCC-2 A-307 (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Nut 2 B.I. SCC-2 A-307 Nut 2 Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP SHT-CA B.I. SCC-2 A-307 B.I. SCC-2 A-307 Nut 1 Nut 1 Nut 2 (SCC-x) Cable Clamp All Braces (2 Of 2) Cable Brace Members Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice (2 Of 2) Cable Brace Members Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice Cushion Strip Joint Example. Offset Can Orientated Clockwise Or Counter Clockwise From Cable, (SWB) With Stake Eye Cable Brace. All Braces Brace Angle Per SEBO. All Braces Cable Brace Member To Structure. See Detail (SWB-CBM) And Detail (CBM-HD) Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. For Applicable Anvil Clamp Sizes (2-1/2" thru 12 ) Use A McMASTER CARR Spacer Part #92415A144 Or Equal. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). This Detail Is For Use With Cable Bracing Installed Taught To Remove Slack. For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. Single Hanger Transverse - Cable Bracing

84 (SHCA) Patent pending Stiffener Assembly. See Detail (SHV-OS) (1 Of 2) Cable Brace Members Various Seismic Hanger To Building Structure Connections (SCC-x) Cable Clamp All Braces (2 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Various Seismic Brace To Building Structure Connections (SWB) With Stake Eye Cable Brace. All Braces Brace Angle Per SEBO. All Braces (2 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice Nut 1 (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 1 Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe Max.,(x") Brace Offset (x) (x) (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Nut 2 Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. For Applicable Anvil Clamp Sizes (2-1/2" thru 12 ) Use A McMASTER CARR Spacer Part #92415A144 Or Equal. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). This Detail Is For Use With Cable Bracing Installed Taught To Remove Slack. SHL-CA Single Hanger Longitudinal - Cable Bracing

85 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (1 Of 2), (1 Of 4) Or (1 Or 6) Cable Brace Members Per SEBO. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Seismic Supports Per SEBO Securement Of Items To Trapeze (2 Of 2) Seismic Supports Per SEBO For (3/8") Hex Nut Torque To (19 ft. lbs.) For (1/2") And Larger Hex Nut Torque To (50 ft. lbs.) (SWB) With Stake Eye Cable Brace. All Braces (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SCC-x) Cable Clamp All Braces Brace Angle Per SEBO. All Braces (2 Of 2), (2 Of 4) Or (2 Or 6) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Minimum (2") Inches (12 ga.) Strut Trapeze Member Strut Nut With Square Strut Washer. Strut Washer Required To Provide Base For SBW Bracket, Minimum (2") Inches (SWB). All Braces (TSL) Trapeze Span Length All Cables Shall Be Installed Taught To Remove Slack. Application Specific Orientation Of Braces Shall Be, See Detail (TCBLP) For Trapeze Type Cable Brace Layout Pattern Options. Depicted (SWB) Can Be Substituted With Other Cable Bracing. All Required Brace End To Structure Conn., And All Required Brace End To Item Being Braced Conn., Not Shown For Clarity. T-C2 T-C4 T-C6 Trapeze - Cable Bracing

86 (C2) - PLAN VIEW (2 Of 2) Transverse Braces 180 Deg. (C2) - PLAN VIEW (2 Of 2) Transverse Braces 180 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 90 Deg. 180 Deg. (C4) - PLAN VIEW (4 Of 4) Combination Transverse / Longitudinal Braces 90 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 135 Deg. (C4) - PLAN VIEW (4 Of 4) Combination Transverse / Longitudinal Braces 90 Deg. 90 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 135 Deg. 90 Deg. 270 Deg. 135 Deg. 90 Deg. 45 Deg. 90 Deg. Application Specific Orientation Of Braces Shall Be. TCBLP Trapeze Cable Bracing Layout Pattern

87 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (1 Of 2), (1 Of 4) Or (1 Or 6) Cable Brace Members Per SEBO. See Detail (SWB-CBM) And Detail (CBM-HD) Minimum (2") Inches Upper And Lower ANVIL Square Strut Washer And Hex Nut D-C2 (1 Of 2) Seismic Supports Per SEBO (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct Construction Per SMACNA Standards D-C4 (12 ga. 1-5/8"x1-5/8") Single Strut Member SMACNA Type Bottom Support Member Sized Per SMACNA Standards D-C6 Conn., To Strut Member Hex Nuts Hand Tight Plus (1/4) Turn, (6 And 6 Of 12) #10 ITW Buildex Teks Screws (1" O.C.). (Ref. ICC-ESR-1976) (2 Of 2) Seismic Supports Per SEBO Square Strut Washer Required To Provide Base For SBW Bracket, Screw Nearest Side Of Duct Shall Be Installed Within (1") Inch Of Side Of Duct Plan View Bracing Not Shown For Clarity (1/2") Inch Diameter ASTM A36 Support Rod With Or (Without) Rod Stiffener Per SEBO (SWB) With Stake Eye Cable Brace. All Braces (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly Min. (2") Inches Max. (3") From Edge Of Duct To Center Support Rod Both Rods #10 ITW Buildex Teks Screws (1" O.C.). Off-Set Screws Across Strut Width (SWB). All Braces Notice: SEBO Seismic Engineering By Others All Cables Shall Be Installed Taught To Remove Slack. Application Specific Orientation Of Braces Shall Be, See Detail (TCBLP) For Trapeze Type Cable Brace Layout Pattern Options. Screws Used To Secure Strut To Top Of Duct Shall Be Installed Through Strut Metal. Do Not Install Screws Through Strut Manufacturer Holes Or Slots. Depicted (SWB) Can Be Substituted With Other Cable Bracing. All Required Brace End To Structure Conn., And All Required Brace End To Item Being Braced Conn., Not Shown For Clarity. (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct - Cable Bracing (SCC-x) Cable Clamp All Braces Brace Angle Per SEBO. All Braces (2 Of 2), (2 Of 4) Or (2 Or 6) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD)

88 (1 Of 2), (1 Of 4) Or (1 Or 6) Cable Brace Members Per SEBO. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Seismic Supports Per SEBO #10 ITW Buildex Teks Screws Various Seismic Hanger To Building Structure Connections (SWB). All Braces (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures (1") Inch Max. C L (2 Of 2) Seismic Supports Per SEBO (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly Various Seismic Brace To Building Structure Connections (SWB) With Stake Eye Cable Brace. All Braces (SCC-x) Cable Clamp All Braces Brace Angle Per SEBO. All Braces (2 Of 2), (2 Of 4) Or (2 Or 6) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through HVAC Duct Construction Per Project Spec. C L (1") Inch Max. (2) Screws, Side By Side. Evenly Spaced Across Duct Band Width Screws Nearest Duct Band Closures (1 And 2 Of 2) (T&B) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Min., (3/4") Inch (1/2") Threaded Rod With Upper Hex Nut And Lower Hex Nut Torqued To (25 ft. lbs.) Max. (12") (T&B) Max. (12") (T&B) Max. (12") (T&B) (1") Inch. (T&B) Both Sides Max. (12") (T&B) Min., (1") Inch. Max., (1-1/2") Inch (1 Of 2) Duct Band Halves. Min., (3") Wide By Min., (8 Ga.) Thick, Min., (33 ksi) Steel Strip Plan View Bracing Not Shown For Clarity (1/2" To 9/16") Diameter Hole For Conn., (1/2") Rod Pass Through All Cables Shall Be Installed Taught To Remove Slack. Application Specific Orientation Of Braces Shall Be, See Detail (TCBLP) For Trapeze Type Cable Brace Layout Pattern Options. Depicted (SWB) Can Be Substituted With Other Cable Bracing. All Required Brace End To Structure Conn., And All Required Brace End To Item Being Braced Conn., Not Shown For Clarity. RD-C2 RD-C4 RD-C6 Round HVAC Duct - Cable Bracing

89 (C2) - PLAN VIEW (2 Of 2) Transverse Braces 180 Deg. (C2) - PLAN VIEW (2 Of 2) Transverse Braces 180 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 90 Deg. 180 Deg. (C4) - PLAN VIEW (4 Of 4) Combination Transverse / Longitudinal Braces 90 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 135 Deg. (C4) - PLAN VIEW (4 Of 4) Combination Transverse / Longitudinal Braces 90 Deg. 90 Deg. (C6) - PLAN VIEW (6 Of 6) Combination Transverse / Longitudinal Braces 135 Deg. 90 Deg. 270 Deg. 135 Deg. 90 Deg. 45 Deg. 90 Deg. Application Specific Orientation Of Braces Shall Be. DCBLP Duct Cable Bracing Layout Pattern

90 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (3 Of 4) Or (3 Of 8) Industries Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 4) Or (1 Of 8) Industries Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted (1 Of 4 Or More) Seismic Supports Per SEBO (SWB). All Braces Equipment Construction And Seismic Certification By Others (2 Of 4 Or More) Seismic Supports Per SEBO Conn., Hex Nut With Washer, Min., Hand Tight Plus (1/4) Turn, Or As Required By Equipment MFG. (2 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly (SWB) With Stake Eye Cable Brace. All Braces (4 Of 4) Or (4 Of 8) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (2 Of 4) Or (2 Of 8) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (SCC-x) Cable Clamp All Braces Brace Angle Per SEBO. All Braces All Cables Shall Be Installed Taught To Remove Slack. This Cable Bracing Can Be Used On Equipment That Is Non Vibration Isolated And Internally Vibration Isolated Provided Bracing Does Not Prevent Operation Of Vibration Isolation Devices. Orientation Of Braces May Differ From That Depicted. The (4) Depicted Cable Brace Members May Be Increased To (8) Cable Brace Members,, See Detail (ECBLP) For Equipment Cable Brace Layout Pattern Options. Depicted (SWB) Can Be Substituted With Other Cable Bracing. All Required Brace End To Structure Conn., All Required Brace End To Item Being Braced Conn., And All Required Supports Not Shown For Clarity. EC-4 EC-8 Non Vibration Isolated Or Internally Vibration Isolated Equipment - Combination Transverse / Longitudinal Bracing

91 ECBLP-1 45 Deg. 45 Deg. ECBLP-2 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. Suspended Equipment Seismic Bracing (Plan View) ECBLP-3 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. 45 Deg. ECBLP-4 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. 90 Deg. Suspended Equipment Seismic Bracing (Plan View) ECBLP-5 Do Not Rotate Bracing From Orientation Options Shown. Designs Approved For (4) Cable Braces Can Use Any Of The Depicted (4) Or (8) Cable Brace Patterns For Field Condition Coordination. Designs Approved For (4) Cable Braces Can Only Use (1) Of The (2) Depicted (8) Cable Brace Patterns For Field Condition Coordination. See Details (ECBLP-4) And (ECBLP-5). All (4) Supports Shall Be Used As Brace Connection To Equipment Locations. Image Below Represents (1 Of 4) Or (1 Of 8) Individual Cable Brace Members Per Equipment Unit. ECBLP Equipment Cable Bracing Layout Pattern

92 VIBRATION ISOLATION BRACING INSTALLATION DETAILS

93 End Conn., To Structure Fits (3/8") & (1/2") Dia., Anchor Or Bolt With Washer, Round Or Square Washer, Hex Nut Or Bolt, B1 307 (SCC-1) Inspection Head Stamp Washer Faced Slotted Hex Bolt Washer Face Hex Nut B.I. SCC-2 A-307 Brace Angle And SEBO (SCC-2) Inspection Head Stamp Cable Brace Member See Chart (SWB) With Stake-Eye End Conn., Cable Brace Member, Dead Cable Member Live Cable Member (1 Of 1) (SCC-x) Cable Clamp At Looped End Connection. Cable Clamp Installation Torque. Cable Clamp Washer Faced Hex Bolt Head With Slotted Opening To Be Installed On Live Cable With Cable Clamp Washer Faced Hex Nut To Be Installed On Dead Cable. Install With Washer Faces Against Cable One Hook End Of (SWB) Fits (3/8") Diameter Connections And The Other Hook End Of The Same (SWB) Fits (1/2") Diameter Connections Min. (3") (X) Per Chart Washer Can Be Round Or Square BADGER INDUSTRIES (SWB) PLAN VIEW (1, 2, 3 Or More) (SWB) Brackets Can Be Stacked Together, Provided A Washer Is Located Between Hex Nut And The (SWB) Nearest The Hex Nut (SWB) With (SCC-x) Field Assembly Cable End Connection, Horizontal Fp Fits (3/8") Or (1/2") Conn., Size Detail (SWB-CBM) ANSI / FM Brace Angle From Brace Member No. Cable Brace Member Size, Construction Strands / Arrangement, And Material (SCC-x) Cable Clamp Size (SCC-x) Installation Torque (X) Cable Brace Member Live Length 30º to 44º Brace Angle 45º to 60º Brace Angle Brace Member No. [C116-10] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 10 Feet 112 lbs. 159 lbs. [C116-10] [C116-20] Min. (1/16") Inch Dia. (7x7) Galvanized Steel SCC-1 10 ft. lbs. 1-1/2" Inch 20 Feet 63 lbs. 89 lbs. [C116-20] [C118-10] [C118-20] Min. (1/8") Inch Dia. (7x7) Galvanized Steel SCC-2 20 ft. lbs. 1-1/2" Inch 10 Feet 20 Feet 219 lbs. 310 lbs. [C118-10] [C118-20] [C316-10] Min. (3/16") Inch Dia. (7x19) Galvanized Steel SCC-2 30 ft. lbs. 1-1/2" Inch 10 Feet 528 lbs. 771 lbs. [C316-10] Seismic Independent Lab Testing Performed Using Tension Only Cyclic Loads Per ANSI / FM 1950, Resistance Factor (0.70) Used. (ASD) Capacity = Listed Capacity Divided By (1.4). Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Torque Setting Of (SCC-x) Cable Clamp Assembly With Both Live And Dead Cable Brace Members Will Cause Nesting Of The Cable Brace Members Within The (SCC-x) Cable Clamp, That May Result In An (SCC-x) Orientation Different Than That Depicted. Field Installed Cable Loop Shall Fit Tight To The Seismic Hardware, Not Bulging Or Oversized. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. SWB-CBM SWB - Cable Brace Member

94 End Conn., To Structure Fits (/12") & (5/8") Dia., Anchor Or Bolt Size Per SEBO, (SSC) with Cable Loop End Connection To Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop Forged Cable Clamps SSC Brace Angle Forged Cable Clamps (SSC) Live Cable Brace Member Size (7/32"), (1/4"), (5/16") Or (3/8") Diameter Dead Cable Member Forged Cable Clamps, (X1), (X2) And (X3) Both Cable End Conn., (X1) (X2) (X3) SSC-RF (SSC-RF) with (STW x/x) Washer And Field Installed Cable Loop Around Pivot Pin. (1) Spacer To Be Installed Each Side Of Cable Loop (SSC-RF) with (STW x/x) Washer. Fits (3/8"), (1/2"), (5/8") And (3/4") Conn., Sizes Horizontal Fp Detail (CBM-HD) 30º to 44º Brace Member ANSI / FM Brace Angle From 45º to 60º 61º to 75º Brace Member Brace Member 90º = Horiz. Brace Member Listed Capacities Controlled By Weaker (SSC-RF) Component. 1,465 lbs. 2,015 lbs. 1,810 lbs. 1,725 lbs. Usage Of This Detail Shall Be Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Field Installed Cable Loop Shall Fit Tight To The, Not Bulging Or Oversized. Live Length Of Cable Brace Member Is Measured From Center To Center Of Pivot Pins. Live Length Of Cable Member Shall Be Determined By SEBO. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item Suspended By Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer. CBM-HD Cable Brace Members - Heavy Duty

95 Various Seismic Hanger To Building Structure Connections Design Of Vibration Isolation Spring Hangers, Including But Not Limited To Over Travel Limit Devices, Top Of (SHCA), Etc., (1 And 2 And 3 Of 3) (SHCA). See Notice Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. For (3/8") Inch Support Rod Size See Details (RVM-538). For (1/2") Inch And Larger Support Rod Sizes See Details (RVM-5). One Seismic Kit Part # (SHCA) Includes All Components Required For Depicted Assembly Locations (1, 2 And 3 Of 3) Depicted Within This Detail. For Copper Pipe Dissimilar Metals Contact Provide Project Specified Protective Barrier. Strut Compression Member, Threaded Support Rod, Hanger, Anchorage To The Overhead Structure, Pipe Or Conduit, Etc., By Others. Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit EV-1 Clevis Hanger, J-Hanger Or Other Hanger, EV-2 EV-1 EV-2 SHV-VOS Vibration Isolated Spring Hanger Supported Single Hanger With Offset Strut Compression Assembly

96 Various Seismic Brace To Building Structure Connections Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections Brace Angle Per SEBO. All Braces (SWB) With Stake Eye Cable Brace. All Braces (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (SHCA) Stiffener Assembly. See Detail (SHV-OS) Design Of Vibration Isolation Spring Hangers, Including But Not Limited To Over Travel Limit Devices, Top Of (SHCA), Etc., Per SEBO (SCC-x) Cable Clamp All Braces (SWB) With Stake Eye Cable Brace. All Braces Brace Angle Per SEBO. All Braces (2 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Mfg., Cross-Bolt Length May Need To Be Increased To Allow For Installation Of (SWB) Seismic Hardware. Cross-Bolt Depicted Without Stiffener For Clarity, See Notice Steel Pipe, Cast-Iron Pipe, Copper Pipe, EMT, IMC & RMC Conduit (SWB). All Braces Clevis Hanger, Seismic Capacity And Load Path Integrity Of Clevis Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. Cross-Bolt Type, Diameter And Length Vary Among Hanger Manufacturer s. Length May Need To Be Increased To Allow For Installation Of. Tighten Hex Nut On Cross-Bolt Per SEBO Requirements. Cross-Bolt Stiffener Not Depicted For Clarity. Need And Type Of Cross-Bolt Stiffener Shall Be As Determined By SEBO. This Detail Is For Use With Slack Cable Bracing To Allow For Operational Movement Of Spring Hanger Type Support. Proper Amount Of Cable Slack Shall Be Determined By Vibration Isolation Design Engineering By Others. SHT-V Vibration Isolated Spring Hanger Supported Single Hanger Transverse Bracing

97 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Cable Brace Members Nut 1 SHT-VA (SHCA) Stiffener Assembly. See Detail (SHV-OS) Nut 1 ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From Cable. Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Each Clamp B.I. SCC-2 A-307 (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Nut 2 B.I. SCC-2 A-307 Nut 2 Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP Design Of Vibration Isolation Spring Hangers, Including But Not Limited To Over Travel Limit Devices, Top Of (SHCA), Etc., B.I. SCC-2 A-307 B.I. SCC-2 A-307 Nut 1 Nut 1 Nut 2 (SCC-x) Cable Clamp All Braces (2 Of 2) Cable Brace Members Cushion Strip Joint Example. Offset Can Orientated Clockwise Or Counter Clockwise From Cable, (2 Of 2) Cable Brace Members Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice (SWB) With Stake Eye Cable Brace. All Braces Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. For Applicable Anvil Clamp Sizes (2-1/2" thru 12 ) Use A McMASTER CARR Spacer Part #92415A144 Or Equal. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). This Detail Is For Use With Slack Cable Bracing To Allow For Operational Movement Of Spring Hanger Type Support. Proper Amount Of Cable Slack Shall Be Determined By Vibration Isolation Design Engineering By Others. For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. Vibration Isolated Spring Hanger Supported Single Hanger Transverse Bracing Brace Angle Per SEBO. All Braces Cable Brace Member To Structure. See Detail (SWB-CBM) And Detail (CBM-HD)

98 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (SHCA) Stiffener Assembly. See Detail (SHV-OS) (1 Of 2) Cable Brace Members Design Of Vibration Isolation Spring Hangers, Including But Not Limited To Over Travel Limit Devices, Top Of (SHCA), Etc., (SCC-x) Cable Clamp All Braces (2 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (SWB) With Stake Eye Cable Brace. All Braces Cable Brace Member To Structure Per SEBO. See Detail (SWB-CBM) And Detail (CBM-HD) Brace Angle Per SEBO. All Braces (2 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) Steel Spacer To Be Installed On (Nut 1) Clamp Bolts Prior To Tightening Of (Nut 1) Clamp Bolt, See Notice Nut 1 (1 Of 2) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) ANVIL (AS 3792) Cushion Strip Shall Be Installed Between The Copper Pipe And The Anvil Clamp. Cushion Strip Joint Shall Be Offset (20º to 160º) From (SBEMT). Offset Can Be Orientated Clockwise Or Counter Clockwise From (SBEMT). Cushion Strip Shall Not Overlap. Cushion Strip Shall Maintain A Gap (< 1/4") Nut 1 Steel Pipe, Cast-Iron Pipe, EMT Or RMC Conduit Copper Pipe Max.,(x") Brace Offset (x) (x) (1 And 2 Of 2) ANVIL Fig. 212 Or ANVIL Fig. 212FP For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of (SBEMT) Shall Be Removed And Discarded To Allow For Fitment To (1/2") Clamp Bolt Size. Use ANVIL Fig. 212 Clamps For Pipe And Conduit Sizes (2-1/2" thru 4"). Use ANVIL Fig. 212FP Clamps For Pipe And Conduit Sizes (5" thru 12"). ANVIL Fig. 212 And FIG. 212FP Assembly: Anvil International LLC referred to as ANVIL For Pipe Sizes (2-1/2" thru 12"): 1.) Tighten Hex Nut 1 And Hex Nut 2 Until Clamp Ears Are Equally Spaced (Visually). 2.) Tighten (Alternately) Hex Nuts 1 And 2 To (35 ft. lbs.), Using (10-15 ft. lb.) Torque Increases. ANVIL Fig. 212 Or ANVIL Fig. 212FP Nut 2 Nut 2 Seismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Hanger Shall Be Determined By SEBO. Depicted (SWB) Can Be Substituted With Other Cable Bracing. For Applicable Anvil Clamp Sizes (2-1/2" thru 12 ) Use A McMASTER CARR Spacer Part #92415A144 Or Equal. For Applicable Design Capacities Per Brace Angle And Pipe Or Conduit Size, See The Following Details. For Sch 7 And Thicker Steel Pipe And RMC Conduit See Detail (SHL-SPCA). For Cast-Iron Pipe See Detail (SHL-CIPA). For Type L And Type K Annealed And Drawn Copper Pipe See Detail (SHL-COPA). For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A). This Detail Is For Use With Slack Cable Bracing To Allow For Operational Movement Of Spring Hanger Type Support. Proper Amount Of Cable Slack Shall Be Determined By Vibration Isolation Design Engineering By Others. SHL-VA Vibration Isolated Spring Hanger Supported Single Hanger Longitudinal Bracing

99 Various Seismic Hanger To Building Structure Connections Various Seismic Brace To Building Structure Connections (3 Of 4) Or (3 Of 8) Industries Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 4) Or (1 Of 8) Industries Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (1 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted EV-4 Design Of Vibration Isolation Spring Hangers, Including But Not Limited To Over Travel Limit Devices, Etc., (1 Of 4 Or More) Seismic Supports Per SEBO (SWB). All Braces EV-8 Equipment Construction And Seismic Certification By Others (2 Of 4 Or More) Seismic Supports Per SEBO Conn., Hex Nut Min., Hand Tight Plus (1/4) Turn, Or As Required By Equipment MFG. (2 Of 4 Or More) Equipment Supports And Threaded Member Size And Installation Per Equipment Manufacturer. May Vary From That Depicted (SWB) With Stake Eye Cable Brace. All Braces (RS-1), (SHCA) Or (EMT-RSC) Rod Stiffener Assembly Notice: SEBO Seismic Engineering By Others All Cables Shall Be Installed Slack To Allow Operational Movement Of Spring Hangers. Proper Amount Of Slack Shall Be As Determined By Vibration Isolation Design Engineer. Orientation Of Braces May Differ From That Depicted. The (4) Depicted Cable Brace Members May Be Increased To (8) Cable Brace Members,, See Detail (ECBLP) For Equipment Cable Brace Layout Pattern Options. Depicted (SWB) Can Be Substituted With Other Cable Bracing. All Required Brace End To Structure Conn., All Required Brace End To Item Being Braced Conn., And All Required Supports With Vibration Isolation Spring Hangers Not Shown For Clarity. Vibration Isolated Spring Hanger Supported Equipment Combination Transverse / Longitudinal Bracing Brace Angle Per SEBO. All Braces (4 Of 4) Or (4 Of 8) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (2 Of 4) Or (2 Of 8) Cable Brace Members. See Detail (SWB-CBM) And Detail (CBM-HD) (SCC-1) Cable Clamp. All Braces

100 ECBLP-1 45 Deg. 45 Deg. ECBLP-2 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. Suspended Equipment Seismic Bracing (Plan View) ECBLP-3 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. 45 Deg. ECBLP-4 Suspended Equipment Seismic Bracing (Plan View) 90 Deg. 90 Deg. Suspended Equipment Seismic Bracing (Plan View) ECBLP-5 Do Not Rotate Bracing From Orientation Options Shown. Designs Approved For (4) Cable Braces Can Use Any Of The Depicted (4) Or (8) Cable Brace Patterns For Field Condition Coordination. Designs Approved For (4) Cable Braces Can Only Use (1) Of The (2) Depicted (8) Cable Brace Patterns For Field Condition Coordination. See Details (ECBLP-4) And (ECBLP-5). All (4) Supports Shall Be Used As Brace Connection To Equipment Locations. Image Below Represents (1 Of 4) Or (1 Of 8) Individual Cable Brace Members Per Equipment Unit. ECBLP Equipment Cable Bracing Layout Pattern

101 SEISMIC VERTICAL CONN., TO STRUCTURE INSTALLATION DETAILS

102 Steel Decking Minimum 20 GA. No-Drill Part # [MDH3812] Threaded Rod Size (3/8") & (1/2") Design Demand Gravity And/Or Seismic FpT / FpC Minimum Concrete Edge Distance Detail (MDH-VS1) Minimum Spacing Between Metal Deck Hangers Minimum Distance From Center Of Installed Or In-Place Abandoned Concrete Anchors Or Inserts Minimum Distance From Outside Edge Of A Grout Filled Hole Steel Decking: VERCO - PLW2, VERCO - W2 FORMLOK VERCO - PLW3, VERCO - W3 FORMLOK 284 lbs. (ASD) 454 lbs. (LRFD) 7-1/2 in. 4-1/2 in. 1-1/4" in. 1" in. Steel Deck Groove IBC, AISI, ASCE 7, CBC, OSHPD and NFPA Compliant See NOTE This Chart. NOTE: NFPA-13 Single Hanger Pipe Size Usage For A Single [MDH] Shall Be (2") Or Smaller. For NFPA-13 Pipe Sizes (4") Or Smaller See Detail (MDH-VS2). For Non NFPA-13 Single Hanger Pipes Or Conduits, Size Shall Be (3-1/2") Or Smaller With A Hanger Spacing Of (10') Feet. For Non Single Hanger Support Types And Trade System Sizes Usage Shall Be Engineered By Others To Not Exceed Listed (ASD) Or (LRFD) Capacities. (1/2"-13) Threaded Shaft With Chisel Point End Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Chisel Point End On Threaded Shaft Shall Be Aligned With Groove In Metal Decking [MDH3812] For Proper Installation Flat Surface Shall Face Down Steel Deck Groove BADGER INDUSTRIES [MDH3812] Torque-Off No-Drill Hex Nut With Metal Deck Hanger Threaded Barrel Lock Washer For Proper Installation Flat Surface Shall Face Down (3/8"-16) Hole (1/2"-13) Hole BADGER INDUSTRIES No-Drill [MDH3812] Fits (3/8" & 1/2") FpT / FpC Steel Decking Minimum 20 GA. (1 And 2 Of 2) Through Holes For Threaded Rod. Threaded Rod Shall Be Exposed At Top. Top Of Threaded Rod Shall Not Contact Metal Decking [MDH3812] Body For Proper Installation Flat Surface Shall Face Down. Chisel Point End On Body Shall Be Aligned With Groove In Metal Decking Notice: GENERAL USAGE: Project Specific / Application Specific Usage Design Demand Loads Shall Be Sealed And Signed Per Engineering By Others. Prior To Installation Obtain Approval From The Project Structural Engineer Of Record For Usage. Do Not Use On Non-Verco W3 Formlok Steel Decking. Grooves Shall Be Located On Adjacent Steel Decking Ribs/Flutes, And Orientated Opposite Of, And At The Same Elevation As Each Other. Stay A Minimum (7-1/2") Away From Dented Or Damaged Steel Decking Grooves, And Steel Decking Edges, Openings And Closures. INSTALLATION: Prior To Placement Of The [MDH], Clean The Steel Decking Grooves To Expose Plated Decking Metal. Accurately Place [MDH] Chisel Point Ends Into Steel Decking Grooves, With Flat Surface Of [MDH] Body Facing Down From Underside Of Steel Decking. Overall Length Of [MDH] Shall Be Perpendicular To The Length Of The Grooves In The Steel Decking. Next, While Holding [MDH] Body Chisel Point End Tight Into Steel Decking Groove With One Hand, Tighten Torque-Off Hex Nut With Other Hand Until Both Chisel Point Ends Of The [MDH] Are Wedged Into The Opposing Steel Decking Grooves. While Holding The [MDH] Body In Place With One Hand, Continue To Tighten The Torque-Off Hex Nut With An Open End Wrench Until The Hex Nut Portion Has Broken Away From The Threaded Barrel Leaving The Lock Washer Compressed, The Hex Nut Loose On The Threaded Shaft And The [MDH] Wedged Between The Opposing Steel Deck Grooves. The [MDH] Is Ready For Installation Of Threaded Rod Per This Detail. Usage Is Limited To (1) Threade d Rod Per Each [MDH] Installation. Check That Flat Surface Of The [MDH] Body Is Facing Down From Underside Of Steel Decking. Check For Engagement Of Both Chisel Points Into Steel Deck Grooves. Check For Perpendicular Alignment Of [MDH] Body Length With The Length Of The Steel Decking Grooves. Check For Compressed Lock Washer Between Threaded Barrel And Body. Check For Torque-Off Hex Nut Separation From Threaded Barrel. Check For Threaded Rod Exposed Through Top Of [MDH]. MDH-VS1 Metal Deck Hanger Gravity & Seismic - Support (Elev. View) - (Not To Scale) - (Read MDH General Notice Prior To Usage)

103 Steel Decking Minimum 20 GA. No-Drill Part # [MDH1258] Part # [MDH5834] Design Demand Gravity And/Or Seismic FpT / FpC Minimum Concrete Edge Distance Detail (MDH-VS2) Threaded Rod Size (3/8"), (1/2"), (5/8"), (3/4") Minimum Spacing Between Metal Deck Hangers Minimum Distance From Center Of Installed Or In-Place Abandoned Concrete Anchors Or Inserts 575 lbs. (ASD) 920 lbs. (LRFD) 7-1/2 in. 4-1/2 in. 1-1/4" in. Minimum Distance From Outside Edge Of A 1" in. Grout Filled Hole NOTE: NFPA-13 Single Hanger Pipe Size Usage For A Single [MDH] Shall Be (4") Or Smaller. For Non NFPA-13 Single Hanger Pipes Or Conduits, Size Shall Be (8") Or Smaller With A Hanger Spacing Of (10') Feet. For Non Single Hanger Support Types And Trade System Sizes Usage Shall Be Engineered By Others To Not Exceed Listed (ASD) Or (LRFD) Capacities. Sand-Lightweight Or Steel Decking: Normal Weight Concrete VERCO - PLW3, (f c Min = 3,000 psi) VERCO - W3 FORMLOK Steel Deck Groove IBC, AISI, ASCE 7, CBC, OSHPD and NFPA Compliant See NOTE This Chart. (3/4"-10) Threaded Shaft With Chisel Point End Chisel Point End On Threaded Shaft Shall Be Aligned With Groove In Metal Decking [MDH1258] Or [MDH5834] For Proper Installation Flat Surface Shall Face Down Torque-Off Hex Nut With Threaded Barrel Lock Washer BADGER INDUSTRIES [MDH1258] Or [MDH5834] No-Drill Metal Deck Hangers For Proper Installation Flat Surface Shall Face Down Steel Deck Groove BADGER INDUSTRIES No-Drill [MDH1258] Fits (1/2" & 5/8") [MDH5834] Fits (5/8" & 3/4") (3-3/8") (4-3/8") Steel Decking Minimum 20 GA. (1 And 2 Of 2) Through Holes For Threaded Rod. Threaded Rod Shall Be Exposed At Top. Top Of Threaded Rod Shall Not Contact Metal Decking FpT / FpC [MDH1258] Or [MDH5834] Body For Proper Installation Flat Surface Shall Face Down. Chisel Point End On Body Shall Be Aligned With Groove In Metal Decking Notice: GENERAL USAGE: Project Specific / Application Specific Usage Design Demand Loads Shall Be Sealed And Signed Per Engineering By Others. Prior To Installation Obtain Approval From The Project Structural Engineer Of Record For Usage. Do Not Use On Non-Verco W3 Formlok Steel Decking. Grooves Shall Be Located On Adjacent Steel Decking Ribs/Flutes, And Orientated Opposite Of, And At The Same Elevation As Each Other. Stay A Minimum (7-1/2") Away From Dented Or Damaged Steel Decking Grooves, And Steel Decking Edges, Openings And Closures. INSTALLATION: Prior To Placement Of The [MDH], Clean The Steel Decking Grooves To Expose Plated Decking Metal. Accurately Place [MDH] Chisel Point Ends Into Steel Decking Grooves, With Flat Surface Of [MDH] Body Facing Down From Underside Of Steel Decking. Overall Length Of [MDH] Shall Be Perpendicular To The Length Of The Grooves In The Steel Decking. Next, While Holding [MDH] Body Chisel Point End Tight Into Steel Decking Groove With One Hand, Tighten Torque-Off Hex Nut With Other Hand Until Both Chisel Point Ends Of The [MDH] Are Wedged Into The Opposing Steel Decking Grooves. While Holding The [MDH] Body In Place With One Hand, Continue To Tighten The Torque-Off Hex Nut With An Open End Wrench Until The Hex Nut Portion Has Broken Away From The Threaded Barrel Leaving The Lock Washer Compressed, The Hex Nut Loose On The Threaded Shaft And The [MDH] Wedged Between The Opposing Steel Deck Grooves. The [MDH] Is Ready For Installation Of Threaded Rod Per This Detail. Usage Is Limited To (1) Threaded Rod Per Each [MDH] Installation. Check That Flat Surface Of The [MDH] Body Is Facing Down From Underside Of Steel Decking. Check For Engagement Of Both Chisel Points Into Steel Deck Grooves. Check For Perpendicular Alignment Of [MDH] Body Length With The Length Of The Steel Decking Grooves. Check For Compressed Lock Washer Between Threaded Barrel And Body. Check For Torque-Off Hex Nut Separation From Threaded Barrel. Check For Threaded Rod Exposed Through Top Of [MDH]. MDH-VS2 Metal Deck Hanger Gravity & Seismic - Support (Elev. View) - (Not To Scale) - (Read MDH General Notice Prior To Usage)

104 Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Min. (5/8") Lower Flute (1 Of 1) Hilti Kwik Bolt TZ Anchor Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC38). Recommend Use Of (3/8x3-3/4) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Seismic FpT (LRFD) Detail (SVC13H) Concrete Over Metal "W" Decking 3/8 in. 2-5/16 in. 2-5/8 in. 3-1/4 in. 5 in. 6-3/4 in. 10 in. 25 ft. lbs. Concrete Over Metal "B" Decking 3/8 in. 2-5/16 in. 2-5/8 in. 3-1/4 in. 5 in. 6 in. 4-1/2 in. 25 ft. lbs. 355 lbs. 403 lbs. Includes (2.0) Includes (2.0) Omega Per Omega Per ASCE 7-16 ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. [TC] [UCT] Min. (1-1/2") Max. (3") hhole Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member [UCT] Min. (2-1/4") Max. (1-1/2") hhole ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member hnom Min. (5/8") FpT / FpC hnom FpT / FpC Max. (1") Offset Min. (4-1/2") (SVC38) Lower Flute Min. (3/4") Min. (1-3/4") Type "W" Decking Minimum 20 GA. Steel Decking (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "B" Decking Minimum 20 GA. Steel Decking (SVC38) FpT / FpC FpT / FpC Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1) Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1) SVC13H Seismic Connection - 1 Anchor

105 Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Min. (5/8") Lower Flute (1 Of 1) Hilti Kwik Bolt TZ Anchor Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC12). Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Seismic FpT (LRFD) Detail (SVC14H) Concrete Over Metal "W" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 10 in. 40 ft. lbs. Concrete Over Metal "B" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 4-1/2 in. 40 ft. lbs. 637 lbs. 732 lbs. Includes (2.0) Includes (2.0) Omega Per Omega Per ASCE 7-16 ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. [TC] [UCT] Min. (1-1/2") Max. (3") hhole Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member [UCT] Min. (2-1/4") Max. (1-1/2") hhole ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member hnom Min. (5/8") FpT / FpC hnom FpT / FpC Max. (1") Offset Min. (4-1/2") (SVC12) Lower Flute Min. (3/4") Min. (1-3/4") Type "W" Decking Minimum 20 GA. Steel Decking (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "B" Decking Minimum 20 GA. Steel Decking (SVC12) FpT / FpC FpT / FpC Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1) Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1) SVC14H Seismic Connection - 1 Anchor

106 (12") Spacing Between Anchors Min. (5/8") Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Min. (5/8") Lower Flute Install Hilti Kwik Bolt TZ Anchors Per Detail (SVC14H) hhole hnom hhole hnom Type "W2" Or "W3" Decking Per Applicable Detail (SVC14H) Install Anchor With Anchor Round Washer And Anchor Hex Nut Into Underside Of Concrete Filled Metal Decking Prior To Installation Of Strut Span Member. Torque Set Anchor Prior To Installation Of Strut Span Member Square Strut Washer Strut Span Member, Another Strut Washer And Hex Nut Sized To Fit Anchor Threads To Be Installed After Anchor Has Been Properly Installed And Torque Set (12 ga. 1-5/8"x1-5/8") Single Strut Member. See Anvil (AS 200EH), (AS 200H), (AS 200H3), (AS 200S) And (AS 200KO) Min. (2") Anchor With Anchor Round Washer And Hex Nut Shall Be Installed And (Torque Set), Secured To The Underside Of Concrete Filled Metal Decking Prior To Installation Of Strut Span Member. For Installation Of Strut Span Member, Install A Square Strut Washer Between Anchor Torque Set Hex Nut And Back Of Strut Span Member Anchor Threads Shall Pass Through Strut Span Member. Secure Strut Span Member To Anchor Using Another Square Strut Washer And Hex Nut Sized To Fit Anchor Threads. Torqued This Outer Most Hex Nut To (25 ft. lbs.) Anchor Length Notice: Recommend Use Of (1/2x7) Hilti KB-TZ Anchor. Hex Nut, Square Strut Washer And Strut Nut Sized To Fit ASTM A36 Support Rod FpT / FpC Can Be Located Anywhere Between Anchors FpT / FpC (SVCx) Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1) This Detail Is To Be Used As A Flute Span Double Anchor Assembly Option To Compliment Single Anchor Detail (SVC14H). The Installation, Testing And Inspection Requirements Of The Drill-In Anchors Shall Be That Identified Within Detail (SVC14H). The Design Capacity Of This Detail Shall Be That Identified Within Single Anchor Detail (SVC14H), Thus The Support Connection To Strut Span Member Can Be Located Anywhere Between The Double Anchors. The Design Capacity Of Detail (SVC14H) Is Greater Than The Design Capacity Of Detail (SVC13H), Thus This Detail Can Be Used As A Flute Span Assembly For Detail (SVC13H). Do Not Use This Detail For Detail SVC15H) Design Demand Applications. Both Anchors With Strut Span Member Can Be installed Into The Same Flute. Anchors With Strut Span Member Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Concrete Thickness Is Equal Or Greater Than That Required. SVC-FSA Seismic Connection - Flute Span Assembly Double Anchors

107 Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Min. (5/8") Lower Flute (1 Of 1) Hilti Kwik Bolt TZ Anchor Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC58). Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Seismic FpT (LRFD) Detail (SVC15H) Concrete Over Metal "W" Decking 5/8 in. 4-7/16 in. 4-3/4 in. 5-3/8 in. 8-3/4 in. 12 in. 10 in. 60 ft. lbs. 1,131 lbs. Includes (2.0) Omega Per ASCE 7-16 Concrete Over Metal "B" Decking Not Applicable For ASCE 7-10, Value, Multiply Listed Value By (0.80). SVC15H [TC] [UCT] Min. (1-1/2") Max. (3") hhole ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member hnom FpT / FpC Max. (1") Offset Min. (4-1/2") (SVC58) Type "W" Decking Minimum 20 GA. Steel Decking FpT / FpC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Seismic Connection - 1 Anchor Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1)

108 Normal Weight Concrete (f c Min = 3,000 psi) Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC38). Recommend Use Of (3/8x5) Hilti KB-TZ Anchor. hnom Min. (5/8") hhole Min. (4") Detail (SVC13HCS) Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Seismic FpT (LRFD) Concrete Slab 3/8 in. 2-5/16 in. 2-5/8 in. 4 in. 4-3/8 in. 5 in. 25 ft. lbs. 600 lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, FpT (LRFD) Values, Multiply Listed Value By (0.80). SVC13HCS ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member FpT / FpC (SVC38) FpT / FpC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Seismic Connection - 1 Anchor Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1)

109 Normal Weight Concrete (f c Min = 3,000 psi) Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC12). Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. hnom Min. (5/8") hhole Min. (4") Detail (SVC14HCS) Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Seismic FpT (LRFD) Concrete Slab 1/2 in. 3-5/8 in. 4 in. 6 in. 7-1/2 in. 9-3/4 in. 40 ft. lbs. 1,295 lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, FpT (LRFD) Values, Multiply Listed Value By (0.80). SVC14HCS ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member FpT / FpC (SVC12) FpT / FpC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Seismic Connection - 1 Anchor Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1)

110 Normal Weight Concrete (f c Min = 3,000 psi) Anchor Length Notice: After Proper Installation And Tightening Of Anchor, A Minimum (3/4") Of And Inch Of Exposed Threads Is Required To Allow For Attachment Of (SVC58). Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. hnom Min. (5/8") hhole Min. (4") ~ NUSIG ~ Detail (SVC15HCS) Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Seismic FpT (LRFD) Concrete Slab 5/8 in. 4-7/16 in. 4-3/4 in. 6 in. 8-3/4 in. 12 in. 60 ft. lbs. 1,795 lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, FpT (LRFD) Values, Multiply Listed Value By (0.80). SVC15HCS ASTM A563 Coupler Nut, One End Sized To Fit Anchor, One End Sized To Fit ASTM A36 Support Rod. Coupler Nut Thread Engagement Shall Be Minimum (1 Times) Diameter Of The Applicable Threaded Member FpT / FpC (SVC58) FpT / FpC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. FpT Values Account For Seismic And Cracked Concrete. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Do Not Use (SVCxx) To Provide Torque Setting Of Concrete Anchor. Seismic Connection - 1 Anchor Thread Engagement Inspection Hole. Minimum One Thread Must Be Exposed At Inspection Hole EMT Conduit Rigid Member Per SEBO. See Detail (RVM-1)

111 Detail (SVC51) BADGER INDUSTRIES Part Number Support Rod Size ANSI / MSS SP-58 Allowable Tension GRAVITY ANSI / FM SEISMIC FpT / FpC (LRFD) 3/8" 730 lbs. 1/2" 1,350 lbs. 3,531 lbs. 5/8" 1,350 lbs. 3/4" 1,350 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 8" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (1 Of 1) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice Beam Clamp Bolt Shall Be In Full Contact With Underside Of Beam Flange Steel, Torque-Off Beam Clamp Bolt Prior To Installation Of Support Rod, ASTM A36 Or Better Support Rod, FpT / FpC ASTM A563 Coupler Nut, One End Sized To Fit (1/2-13) Beam Clamp Bolt, And One End Sized To Fit Support Rod. Coupler Nut Thread Engagement Onto Torque-Off Bolt Threads Shall Be Minimum (1/2") Inch. Coupler Nut Shall Not Contact Underside Of Beam Clamp SVC51 Seismic Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

112 Detail (SVC51-EF) BADGER INDUSTRIES Part Number Support Rod Size 3/8" 1/2" 5/8" ANSI / MSS SP-58 Allowable Tension GRAVITY 730 lbs. 1,350 lbs. 2,160 lbs. ANSI / FM SEISMIC FpT / FpC (LRFD) 2,040 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 10" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. Beam Clamp Bolt Shall Be In Full Contact With Underside Of Beam Flange Steel, Torque-Off Beam Clamp Bolt Head, Support Rod Placement Off-Set At Edge Of Beam Flange Allows For Full Beam Depth Adjustment, Upper And Lower Strut Nuts Sized To Fit Support Rod. Installed Hand Tight Plus (1/4) Turn. Lower Strut Nut Is Not Required For Gravity Supports Not Required To Resist Uplift Forces, (1 Of 1) () Beam Clamp. See Thick Flange Notice Support Rod. Supported Within Beam Clamp Using Strut Nut Size To Fit Rod FpT / FpC "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Torque-Off Beam Clamp Bolt, Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice FpT / FpC (1 Of 1) () Beam Clamp. See Thick Flange Notice Support Rod. Supported Within Beam Clamp Using Strut Nuts Size To Fit Rod SVC51-EF Seismic Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

113 Detail (SVC51L-EF) BADGER INDUSTRIES Part Number L Or L-C See Flange Thickness Notes Support Rod Size ANSI / MSS SP-58 Allowable Tension GRAVITY 3/8" 730 lbs. 1/2" 1,350 lbs. 5/8" 2,160 lbs. 3/4" 2,160 lbs. ANSI / FM SEISMIC FpT / FpC (LRFD) 2,040 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 10" And Smaller For Beam Flange Thickness (1.300") To (3.00") Use Beam Clamp (L-C). Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. For Beam Flange Thickness (1.300") To (3.00") Use Beam Clamp (L-C). For Beam Flange Thickness (2.1250") To (3.00") Use Beam Clamp (L) Or Beam Clamp (L-C) Beam Clamp Bolt With Cup Point Spacer Shall Be In Full Contact With Underside Of Beam Flange Steel For Beam Flange Thickness (2.1250") To (3.00") Use Beam Clamp (L) Or Beam Clamp (L-C) Beam Clamp Bolt Shall Be In Full Contact With Underside Of Beam Flange Steel Torque-Off Beam Clamp Bolt Head, (L-C) Beam Clamp With Cup Point Spacer Support Rod Placement Off-Set At Edge Of Beam Flange Allows For Full Beam Depth Adjustment, Upper And Lower Strut Nuts Sized To Fit Support Rod. Installed Hand Tight Plus (1/4) Turn. Lower Strut Nut Is Not Required For Gravity Supports Not Required To Resist Uplift Forces, (1 Of 1) (L-C) Or (L) Beam Clamp. See Thick Flange Support Rod. Supported Within Beam Clamp Using Hex Or Strut Nut Size To Fit Rod FpT / FpC "W", "M", "HP" & "L" Section Steel Beams And Joists By Others L Torque-Off Beam Clamp Bolt, L FpT / FpC (1 Of 1) (L-C) Or (L) Beam Clamp. See Thick Flange Support Rod. Supported Within Beam Clamp Using Hex Or Strut Nut Size To Fit Rod SVC51L-EF Seismic Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

114 Detail (SVC51-C2) BADGER INDUSTRIES Part Number [X] 4" 5" 6" 7" 8" 9" 12" 15" 18" 21" 24" ANSI / MSS SP-58 Allowable Tension GRAVITY 316 lbs. 271 lbs. 237 lbs. 211 lbs. 190 lbs. 172 lbs. 135 lbs. 111 lbs. 95 lbs. 82 lbs. 73 lbs. Cantilever End Load ANSI / FM SEISMIC FpT (LRFD) FpC (LRFD) 583 lbs. 499 lbs. 437 lbs. 388 lbs. 350 lbs. 317 lbs. 199 lbs. 134 lbs. 96 lbs. 72 lbs. 56 lbs. 503 lbs. 386 lbs. 313 lbs. 263 lbs. 227 lbs. 176 lbs. 94 lbs. 59 lbs. 40 lbs. 29 lbs. 22 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. ASTM A36 Or Better Support Rod Or (SVCxx) Conn. (2") Min. FpC (Compression) FpT (Tension) (1 Of 1) () Beam Clamp. See Thick Flange Notice (0.70") [X] (2") Minimum "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (1 Of 1) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice Threaded Rod Conn., To Strut ASTM A36 Or Better Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, (1-5/8") Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel, SVC51-C2 Torque-Off Beam Clamp Bolt Head, FpT / FpC (2") Min. Attachment Can Be Other (2") Minimum Entire Length Must Be In Contact With Underside Of Beam Flange (0.70") [X] Seismic Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (2") Min. FpC (Compression) FpT (Tension) (1-5/8") ASTM A36 Or Better Support Rod Or (SVCxx) Conn.

115 Detail (SVC51L-C2) BADGER INDUSTRIES Part Number L L L L L L L L L L L [X] 4" 5" 6" 7" 8" 9" 12" 15" 18" 21" 24" ANSI/MSS SP-58 Allowable Tension GRAVITY 350 lbs. 300 lbs. 262 lbs. 233 lbs. 210 lbs. 190 lbs. 150 lbs. 123 lbs. 105 lbs. 91 lbs. 80 lbs. Cantilever End Load ANSI / FM SEISMIC FpT (LRFD) FpC (LRFD) 982 lbs. 841 lbs. 736 lbs. 654 lbs. 588 lbs. 535 lbs. 420 lbs. 346 lbs. 294 lbs. 256 lbs. 226 lbs. 624 lbs. 479 lbs. 388 lbs. 326 lbs. 282 lbs. 247 lbs. 141 lbs. 88 lbs. 60 lbs. 43 lbs. 33 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. ASTM A36 Or Better Support Rod Or (SVCxx) Conn. (2") Min. FpC (Compression) FpT (Tension) [X] L (0.70") (2") Min. (1 Of 1) (L) Beam Clamp "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (1 Of 1) (L) Beam Clamp Min. (0.1875") Max. (1.260") Beam Flange Thickness Threaded Rod Conn., To Strut Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings, (2") Min. ASTM A36 Or Better Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn (1-5/8") Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, SBC51L-C2 Torque-Off Beam Clamp Bolt Entire Length Must Be In Contact With Underside Of Beam Flange (2") Minimum L (0.70") [X] FpT / FpC Seismic Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (2") Min. (3-1/4") ASTM A36 Or Better Support Rod Or (SVCxx) Conn.

116 Detail (SVC52) BADGER INDUSTRIES Part Number Beam Flange Width 6" 12" ANSI / MSS SP-58 Allowable Tension GRAVITY 1,900 lbs. 1,780 lbs. ANSI / FM SEISMIC FpT / FpC (LRFD) 1,934 lbs. 18" 1,135 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 6" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. (18") Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel, Torque-Off Beam Clamp Bolt Head, (1 Of 2) () Beam Clamp. See Thick Flange Notice End Of Strut Shall Be Flush With Or Extend Beyond Beam Clamp, "W", "M", "HP" & "L" Section Steel Beams And Joists By Others ASTM A36 Or Better Support Rod Or (SVCxx) Conn. FpT / FpC (2 Of 2) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice Anywhere Between Clamps Torque-Off Beam Clamp Bolt, (1-5/8") FpT / FpC Attachment Can Be Other Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, (1-5/8") Threaded Rod Conn., To Strut ASTM A36 Or Better Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn SVC52 Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

117 Detail (SVC52a) BADGER INDUSTRIES Part Number Beam Flange Width 6" 12" 18" ANSI / MSS SP-58 Allowable Tension GRAVITY 1,900 lbs. 1,780 lbs. 1,135 lbs. ANSI / FM SEISMIC FpT / FpC (LRFD) 1,934 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 6" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. (18") Beam Clamp Bolt Hidden Behind Depicted Threaded Rod, Shall Be In Full Contact With Underside Of Beam Flange Steel, (1 Of 2) () Beam Clamp. See Thick Flange Notice (1/2") Bolt Or Threaded Rod With Hex Nut, Square Strut Washer On Strut End And Strut Nut On Beam Clamp End. Tighten Until Strut Is Hand Tight To Underside Of Beam Flange, Plus (1/4) Turn "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Torque-Off Beam Clamp Bolt Head, ASTM A36 Or Better Support Rod Or (SVCxx) Conn. FpT / FpC (2 Of 2) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice Anywhere Between Clamps (2") Min. (1/2") Bolt Or Threaded Rod With Hex Nut, Square Strut Washer On Strut End And Strut Nut On Beam Clamp End. Tighten Until Strut Is Hand Tight To Underside Of Beam Flange, Plus (1/4) Turn FpT / FpC Attachment Can Be Other Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, (1-5/8") (1-5/8") Threaded Rod Conn., To Strut ASTM A36 Or Better Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn SVC52a Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

118 Detail (SVC52a-DS) BADGER INDUSTRIES Part Number Beam Flange Width ANSI/MSS SP-58 Allowable Tension GRAVITY ANSI / FM SEISMIC FpT / FpC (LRFD) 18" 1,900 lbs. 1,934 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 10" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. (18") Beam Clamp Bolt Hidden Behind Depicted Threaded Rod, Shall Be In Full Contact With Underside Of Beam Flange Steel, (1 Of 2) () Beam Clamp. See Thick Flange Notice "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Torque-Off Beam Clamp Bolt Head, (2 Of 2) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice FpT / FpC Attachment Can Be Other Anvil (AS 300 BTB), (AS 300H BTB), (AS 300EH BTB), (AS 200 BTB), (AS 200H BTB) Or (AS 200EH BTB) (12 ga. X-X/X"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Strut Members, Installed Tight To Underside Of Beam Flange Steel, (1-5/8") (2-3/4") Minimum (1/2") Bolt Or Threaded Rod With Hex Nut, Square Strut Washer On Strut End And Strut Nut On Beam Clamp End. Tighten Until Strut Is Hand Tight To Underside Of Beam Flange, Plus (1/4) Turn ASTM A36 Or Better Support Rod Or (SVCxx) Conn. FpT / FpC Anywhere Between Clamps (2") Min. (1/2") Bolt Or Threaded Rod With Hex Nut, Square Strut Washer On Strut End And Strut Nut On Beam Clamp End. Tighten Until Strut Is Hand Tight To Underside Of Beam Flange, Plus (1/4) Turn Threaded Rod Conn., To Strut Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn SVC52a-DS Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

119 Detail (SVC52L) BADGER INDUSTRIES Part Number Beam Flange Width ANSI/MSS SP-58 Allowable Tension GRAVITY ANSI / FM SEISMIC FpT / FpC (LRFD) L 18" 2,100 lbs. 2,152 lbs. Compliant Per 2016 NFPA-13, Paragraph For Single Hanger Piping 10" And Smaller Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. (18") (1 Of 2) (L) Beam Clamp "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (2 Of 2) (L) Beam Clamp Min. (0.1875") Max. (1.260") Beam Flange Thickness Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings (1-5/8") FpT / FpC Attachment Can Be Other Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Members. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, Torque-Off Beam Clamp Bolt Head, L End Of Strut Shall Be Flush With Or Extend Beyond Beam Clamp, ASTM A36 Or Better Support Rod Or (SVCxx) Conn. Anywhere Between Clamps L Torque-Off Beam Clamp Bolt, (3-1/4") Threaded Rod Conn., To Strut Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn FpT / FpC SVC52L Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

120 Detail (SVC52-C4) BADGER INDUSTRIES Part Number [X] 6" 9" 12" 15" 18" 21" 24" 27" 30" ANSI/MSS SP-58 Allowable Tension GRAVITY 337 lbs. 254 lbs. 195 lbs. 155 lbs. 128 lbs. 109 lbs. 94 lbs. 83 lbs. 74 lbs. Cantilever End Load ANSI / FM SEISMIC FpT / FpC (LRFD) 703 lbs. 468 lbs. 350 lbs. 279 lbs. 221 lbs. 166 lbs. 130 lbs. 103 lbs. 84 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque- Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. (4") Minimum Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel, Torque-Off Beam Clamp Bolt Head, (1 Of 2) () Beam Clamp. See Thick Flange Notice "W", "M", "HP" & "L" Section Steel Beams And Joists By Others End Of Strut Without Support Rod Shall Be Flush With Or Extend Beyond Beam Clamp FpT / FpC (2 Of 2) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice (2") Min. Attachment Can Be Other Threaded Rod Conn., To Strut (0.70") [X] Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, (2") Min. FpT / FpC ASTM A36 Or Better Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn (1-5/8") (1-5/8") ASTM A36 Or Better Support Rod Or (SVCxx) Conn. SVC52-C4 Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

121 Detail (SVC52L-C4) BADGER INDUSTRIES Part Number L L L L L L L L L [X] 6" 9" 12" 15" 18" 21" 24" 27" 30" ANSI/MSS SP-58 Allowable Tension GRAVITY 372 lbs. 281 lbs. 226 lbs. 189 lbs. 162 lbs. 142 lbs. 126 lbs. 114 lbs. 104 lbs. Cantilever End Load ANSI / FM SEISMIC FpT / FpC (LRFD) 1,169 lbs. 884 lbs. 710 lbs. 594 lbs. 510 lbs. 447 lbs. 398 lbs. 358 lbs. 326 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque- Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. (4") Minimum (1 Of 2) (L) Beam Clamp "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (2 Of 2) (L) Beam Clamp Min. (0.1875") Max. (1.260") Beam Flange Thickness Threaded Rod Conn., To Strut Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings, (2") Min. (1-5/8") Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Members. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, SVC52L-C4 Torque-Off Beam Clamp Bolt Head, L End Of Strut Without Support Rod Shall Be Flush With Or Extend Beyond Beam Clamp L (0.70") [X] Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (2") Min. FpT / FpC (3-1/4") ASTM A36 Or Better Support Rod Or (SVCxx) Conn.

122 Detail (SVC52-2C4) BADGER INDUSTRIES Part Number [X] 6" 9" 12" 15" 18" 21" 24" 27" 30" ANSI/MSS SP-58 Allowable Tension GRAVITY 337 lbs. 254 lbs. 195 lbs. 155 lbs. 128 lbs. 109 lbs. 94 lbs. 83 lbs. 74 lbs. Cantilever End Load ANSI / FM SEISMIC FpT / FpC (LRFD) 703 lbs. 468 lbs. 350 lbs. 279 lbs. 221 lbs. 166 lbs. 130 lbs. 103 lbs. 84 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque- Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. (4") Minimum Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Contact, Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel, (1 Of 2) () Beam Clamp. See Thick Flange Notice "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (2 Of 2) () Beam Clamp. See Thick Flange Notice Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice Threaded Rod Conn., To Strut Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, (1-5/8") (1-5/8") ASTM A36 Or Better Support Rod Or (SVCxx) Conn. (2") Min. SVC52-2C4 FpT / FpC [X] Torque-Off Beam Clamp Bolt Head, (0.70") [X] Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (2") Min. FpT / FpC ASTM A36 Or Better Support Rod Or (SVCxx) Conn.

123 Detail (SVC52L-2C4) BADGER INDUSTRIES Part Number L L L L L L L L L L L [X] 6" 9" 12" 15" 18" 21" 24" 27" 30" 33" 36" ANSI/MSS SP-58 Allowable Tension GRAVITY 372 lbs. 281 lbs. 226 lbs. 189 lbs. 162 lbs. 142 lbs. 126 lbs. 114 lbs. 104 lbs. 95 lbs. 88 lbs. Cantilever End Load ANSI / FM SEISMIC FpT / FpC (LRFD) 1,169 lbs. 884 lbs. 710 lbs. 594 lbs. 510 lbs. 447 lbs. 398 lbs. 358 lbs. 326 lbs. 299 lbs. 276 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque- Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. Multiple Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Listing Within Chart. (4") Minimum Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Members. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, (1 Of 2) (L) Beam Clamp "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (2 Of 2) (L) Beam Clamp Min. (0.1875") Max. (1.260") Beam Flange Thickness Threaded Rod Conn., To Strut Threaded Rod With Hex Nut, Anvil Square Strut Washer And Anvil Strut Nut Tighten Hand Tight Plus (1/4) Turn Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings, (2") Min. (2") Min. (1-5/8") L L (3-1/4") ASTM A36 Or Better Support Rod Or (SVCxx) Conn. (2") Min. SVC52L-2C4 FpT / FpC [X] Torque-Off Beam Clamp Bolt Head, (0.70") [X] Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (2") Min. FpT / FpC ASTM A36 Or Better Support Rod Or (SVCxx) Conn.

124 Detail (SVC52-LF) BADGER INDUSTRIES Part Number [X] ANSI/MSS SP-58 Uniform Load Allowable Tension GRAVITY Concentrated Center Load Allowable Tension GRAVITY ANSI / FM Concentrated Uniform Load Center Load SEISMIC SEISMIC FpT / FpC (LRFD) FpT / FpC (LRFD) 5'- 0" 463 lbs. 306 lbs. 837 lbs. 555 lbs. 6'- 0" 383 lbs. 252 lbs. 694 lbs. 459 lbs. 7'- 0" 325 lbs. 212 lbs. 592 lbs. 390 lbs. 8'- 0" 281 lbs. 183 lbs. 514 lbs. 338 lbs. 9'- 0" 246 lbs. 159 lbs. 454 lbs. 297 lbs. 10'- 0" 219 lbs. 140 lbs. 405 lbs. 264 lbs. 11'- 0" 195 lbs. 124 lbs. 365 lbs. 237 lbs. 12'- 0" 176 lbs. 110 lbs. 331 lbs. 214 lbs. Concentrated Center Loading Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. (Non-Uniform) Load Or Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Center Concentrated Load Listing Within Chart. Thick Flange Notice: Use (L-C) Beam Clamp For Flange Thickness (1.300") Inch, To A Thickness Of (3.00") Inch. Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Member. Outside Back Of Strut Shall Be In Full Contact With Underside Of Beam Flange Steel, Torque-Off Beam Clamp Bolt Head, (1 Of 2) () Beam Clamp. See Thick Flange Notice Uniform Loading [X] Concentrated Center Loading Strut Orientation To Underside Of Beam Flange, (2 Of 2) () Beam Clamp. See Thick Flange Notice "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice (1-5/8") SVC52-LF (2") Min. (0.70") Torque-Off Beam Clamp Bolt Head, Uniform Loading [X] (1-5/8") Anvil (AS 200), (AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8") Single Strut Member, Installed Tight To Underside Of Beam Flange Steel, Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

125 Detail (SVC52L-LF) BADGER INDUSTRIES Part Number [X] ANSI/MSS SP-58 Uniform Load Allowable Tension GRAVITY Concentrated Center Load Allowable Tension GRAVITY ANSI / FM Concentrated Uniform Load Center Load SEISMIC SEISMIC FpT / FpC (LRFD) FpT / FpC (LRFD) L 5'- 0" 1,306 lbs. 865 lbs. 2,152 lbs. 1,563 lbs. L 6'- 0" 1,082 lbs. 714 lbs. 1,954 lbs. 1,296 lbs. L 7'- 0" 921 lbs. 606 lbs. 1,669 lbs. 1,104 lbs. L 8'- 0" 799 lbs. 524 lbs. 1,454 lbs. 960 lbs. L 9'- 0" 704 lbs. 459 lbs. 1,286 lbs. 847 lbs. L 10'- 0" 627 lbs. 407 lbs. 1,150 lbs. 755 lbs. L 11'- 0" 564 lbs. 363 lbs. 1,039 lbs. 680 lbs. L 12'- 0" 510 lbs. 326 lbs. 946 lbs. 617 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. (Non-Uniform ) Load Or Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Center Concentrated Load Listing Within Chart. Concentrated Center Loading L L (1 Of 2) (L) Beam Clamps Uniform Loading [X] Concentrated Center Loading (2 Of 2) (L) Beam Clamps Strut Orientation To Underside Of Beam Flange, "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Min. (0.1875") Max. (1.260") Beam Flange Thickness (1-5/8") Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, Torque-Off Beam Clamp Bolt, SVC52L-LF (2") Min. (0.70") Torque-Off Beam Clamp Bolt, Uniform Loading [X] L (3-1/4") Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings, Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

126 Detail (SVC52L-LFa) BADGER INDUSTRIES Part Number [X] ANSI/MSS SP-58 Uniform Load Allowable Tension GRAVITY Concentrated Center Load Allowable Tension GRAVITY ANSI / FM Concentrated Uniform Load Center Load SEISMIC SEISMIC FpT / FpC (LRFD) FpT / FpC (LRFD) L 5'- 0" 1,306 lbs. 865 lbs. 2,152 lbs. 1,563 lbs. L 6'- 0" 1,082 lbs. 714 lbs. 1,954 lbs. 1,296 lbs. L 7'- 0" 921 lbs. 606 lbs. 1,669 lbs. 1,104 lbs. L 8'- 0" 799 lbs. 524 lbs. 1,454 lbs. 960 lbs. L 9'- 0" 704 lbs. 459 lbs. 1,286 lbs. 847 lbs. L 10'- 0" 627 lbs. 407 lbs. 1,150 lbs. 755 lbs. L 11'- 0" 564 lbs. 363 lbs. 1,039 lbs. 680 lbs. L 12'- 0" 510 lbs. 326 lbs. 946 lbs. 617 lbs. Notice: Listed Capacities Based On Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Each Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An Alternate Strut Shall Be Engineered By Others. (Non-Uniform ) Load Or Loads Can Be Placed Across Span [X], Provided The Accumulated Loads Do Not Exceed Applicable Center Concentrated Load Listing Within Chart. Beam Clamp Bolt Shall Be In Full Contact With Inside Back Of Strut Metal. Bolt Shall Not Overhang Or Pass Through Holes, Slots Or Openings In The Back Of The Strut Members. Both Strut Rails Shall Be In Full Contact With Underside Of Lower Beam Flange Steel, (2") Min. (0.70") L Anvil (AS 200 BTB) (12 ga. 3-1/4"x1-5/8") Double Back-To-Back Manufacturer Spot Welded Single (12 ga. 1-5/8"x1-5/8") Strut Members, Both Having Solid Backs (Without) Holes Or Slotted Openings Concentrated Center Loading Torque-Off Beam Clamp Bolt Head, L (1-5/8") (3-1/4") "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice SVC52L-LFa (1 Of 2) (L) Beam Clamp Uniform Loading [X] (2 Of 2) (L) Beam Clamp Seismic Connection - Double Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

127 Steel Beam By Others WARNING: No Attachments In Protected Zones As Defined In AISC 341 Without Project S.E.O.R. Approval Installation, Testing And Inspection: Per Project Structural Engineer Of Record And Jurisdictional Requirements. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. (SSC-HD) Shall Be Centered On Beam Flange Width (+ / -) (1"). Fpc Capacity May Be Controlled By Size And Length Of Rigid Member SEBO. BADGER INDUSTRIES Part Number Detail (SVC50-HD) Gravity Load (ASD) Combined Gravity + Seismic Load FpT / FpC (LRFD) SSC-HD 3,000 lbs. 5,250 lbs. SSC (SSC-HD) Is (SSC) With Double (SBEMT) Pivot Arms. Can Be Rotated In Plan View, 360º About Its Connection To Underside Of Beam 1/4" 1/4" Fill Flush (SSC) Material: (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating (2") RIGID Member And Details (RVM-HD) And (SHV-HD) 1/4" 1/4" Fill Flush Member Shall Extend A Minimum (3/8") Inch Beyond End Screw. All End Conn. SVC50-HD FpT / FpC FpT / FpC Seismic Connection - Welded Beam Attachment (Elev. View) - (Not To Scale) - (Read Seismic Notes Prior To Use)

128 SEISMIC BRACE CONN., TO STRUCTURE INSTALLATION DETAILS

129 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (3/8x3-3/4) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 60º Detail (SWB13H) Concrete Over Metal "W" Decking 3/8 in. 2-5/16 in. 2-5/8 in. 3-1/4 in. 5 in. 6-3/4 in. 10 in. 25 ft. lbs. 57 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 Concrete Over Metal "B" Decking 3/8 in. 2-5/16 in. 2-5/8 in. 3-1/4 in. 5 in. 6 in. 4-1/2 in. 25 ft. lbs. 66 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] [UCT] Max. (3") [UCT] Max. (1-1/2") hhole (SWB) With CABLE Bracing hhole (SWB) With CABLE Bracing (SWB) With Stake Eye CABLE Brace Member Horizontal Fp Min. (5/8") hnom Min. (5/8") hnom Min. (1-3/4") Lower Flute Max. (1") Offset Min. (4-1/2") Brace Angle Lower Flute Minimum 20 GA. Steel Decking Min. (3/4") Offset (1 Of 1) Hilti Kwik Bolt TZ Anchor Minimum 20 GA. Steel Decking (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "B" Decking Type "W" Decking Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SWB13H Seismic Brace Connection - 1 Anchor

130 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 60º Detail (SWB14H) Concrete Over Metal "W" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 10 in. 40 ft. lbs. 107 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 Concrete Over Metal "B" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 4-1/2 in. 40 ft. lbs. 120 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] [UCT] Max. (3") [UCT] Max. (1-1/2") hhole (SWB) With CABLE Bracing hhole (SWB) With CABLE Bracing (SWB) With Stake Eye CABLE Brace Member Horizontal Fp Min. (5/8") hnom Min. (5/8") hnom Min. (1-3/4") Lower Flute Max. (1") Offset Min. (4-1/2") Brace Angle Lower Flute Minimum 20 GA. Steel Decking Min. (3/4") Offset (1 Of 1) Hilti Kwik Bolt TZ Anchor Minimum 20 GA. Steel Decking (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "B" Decking Type "W" Decking Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SWB14H Seismic Brace Connection - 1 Anchor

131 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Detail (SSC14H) Concrete Over Metal "W" Decking Concrete Over Metal "B" Decking Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] [UCT] Max. (3") hhole Min. (5/8") hnom Lower Flute (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "W" Decking Minimum 20 GA. Steel Decking Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 10 in. 40 ft. lbs. 190 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE /2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 4-1/2 in. 40 ft. lbs. 218 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] (SSC) With RIGID Or CABLE Bracing [UCT] Max. (1-1/2") hhole (SSC) With RIGID Or CABLE Bracing (SSC) With RIGID Or CABLE Bracing Horizontal Fp Min. (5/8") hnom Max. (1") Offset Min. (4-1/2") Min. (1-3/4") Brace Angle Lower Flute SSC Minimum 20 GA. Steel Decking Min. (3/4") Offset (1 Of 1) Hilti Kwik Bolt TZ Anchor Type "B" Decking SSC Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SSC14H Seismic Brace Connection - 1 Anchor

132 DOUBLE ANCHORS IN THE SAME LOWER FLUTE SPACING (14"), To Minimum (9-3/4") For Detail (SSC24H) C L Steel Plate LOWER FLUTE - TO - LOWER FLUTE SPACING For Type W Decking: (14") Minimum (10") For Type B Decking: (7-1/2") Minimum (4-1/2") (SSC) With RIGID Or CABLE Bracing Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Steel Plate. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º SSC Detail (SSC24H) Concrete Over Metal "W" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 10 in. 40 ft. lbs. 1/4" 1/4" Optional Weld Conn. Includes (2.0) Omega Per ASCE 7-16 Includes (2.0) Omega Per ASCE 7-16 Fill Flush Centered On Plate Width And Centered Between Anchors 607 lbs. 858 lbs. Concrete Over Metal "B" Decking 1/2 in. 3-5/8 in. 4 in. 4-5/8 in. 7-1/2 in. 9-3/4 in. 4-1/2 in. 40 ft. lbs. 561 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] Max. (1-1/2") For B Decking Max. (3") For W Decking SSC24H hhole ASTM A36 Steel Plate (1/2") Inch Thick By Min., (4-1/2") Inch Wide With Drilled Round Holes No Greater Than (1/16") Of And Inch Larger Than The Diameter Of The Anchor. Holes Shall Be Centered On Plate Width, Min. (5/8") hnom Min. (2") SSC Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection Lower Flute (1 And 2 Of 2) Hilti Kwik Bolt TZ Anchors Min. (4-1/2") For W Decking. Min. (1-3/4") For B Decking Minimum 20 GA. Steel Decking Bolt With Washer (1") For "W" Decking. (1/4") For "B" Decking (1/2"-13) ASTM A307, Grade A Bolt With Round Washer And Locking Hex Nut, Installed Through A (1/2" to 9/16") Inch Diameter Drilled Hole Centered On Plate Width And Centered Between Anchors. See Weld Connection Option (SSC) With RIGID Or CABLE Bracing Horizontal Fp Brace Angle (SSC) With RIGID Or CABLE Bracing SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Or Welding The Can Be Rotated 360º Degrees About Its Connection To The Plate. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Seismic Brace Connection - 2 Anchors

133 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) Min. (5/8") Lower Flute (1 Of 1) Hilti Kwik Bolt TZ Anchor Detail (SSC15H) [UCT] Type "W" Decking Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da Concrete Over Metal "W" Decking 5/8 in. Concrete Over Metal "B" Decking [TC] Max. (3") hhole hnom Minimum 20 GA. Steel Decking Min. hnom Embed. 4-7/16 in. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 4-3/4 in. 5-3/8 in. 8-3/4 in. 12 in. 10 in. 60 ft. lbs. 337 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 Not Usable For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. (SSC) With RIGID Or CABLE Bracing (SSC) With RIGID Or CABLE Bracing Horizontal Fp Brace Angle Ind. Max. (1") Offset Min. (4-1/2") SSC Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SSC15H Seismic Brace Connection - 1 Anchor

134 DOUBLE ANCHORS IN THE SAME LOWER FLUTE SPACING (14"), To Minimum (12") For Detail (SSC25H) C L Steel Plate LOWER FLUTE - TO - LOWER FLUTE SPACING For Type W Decking: (14") Minimum (10") For Type B Decking: Not Usable (SSC) With RIGID Or CABLE Bracing Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Anchor O.D. da SSC Optional Weld Conn. Anchor Length Notice: 1/4" 1/4" Fill Flush Centered On Plate Width And Centered Between Anchors A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Steel Plate. Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. Detail (SSC25H) Concrete Over Metal "W" Decking 5/8 in. Concrete Over Metal "B" Decking Sand-Lightweight Or Normal Weight Concrete (f c Min = 3,000 psi) [TC] Not Usable For B Decking Max. (3") For W Decking hhole ASTM A36 Steel Plate (1/2") Inch Thick By Min., (6") Inch Wide With Drilled Round Holes No Greater Than (1/16") Of And Inch Larger Than The Diameter Of The Anchor. Holes Shall Be Centered On Plate Width, Min. (5/8") hnom Min. (2") Lower Flute Min. (4-1/2") For W Decking. Not Usable For B Decking (1 And 2 Of 2) Hilti Kwik Bolt TZ Anchors Minimum 20 GA. Steel Decking Bolt With Washer (1") For "W" Decking. Not Usable For "B" Decking (5/8"-11) ASTM A307, Grade A Bolt With Round Washer And Locking Hex Nut, Installed Through A (5/8" to 11/16") Inch Diameter Drilled Hole Centered On Plate Width And Centered Between Anchors. See Weld Connection Option (SSC) With RIGID Or CABLE Bracing Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Min. Between Anchor Spacing Across Lower Flutes Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 4-7/16 in. 4-3/4 in. 5-3/8 in. 8-3/4 in. 12 in. 10 in. 60 ft. lbs. 993 lbs. Includes (2.0) Omega Per ASCE ,357 lbs. Includes (2.0) Omega Per ASCE 7-16 Not Usable For ASCE 7-10, Values, Multiply Listed Values By (0.80). SSC25H SSC Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection (SSC) With RIGID Or CABLE Bracing Horizontal Fp Brace Angle SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Or Welding The Can Be Rotated 360º Degrees About Its Connection To The Plate. Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper Concrete Topping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC]. Seismic Brace Connection - 2 Anchors

135 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (3/8x3-3/4) Hilti KB-TZ Anchor. Detail (SWB13HCS) Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom hhole Anchor O.D. da 3/8 in. Min. hnom Embed. 2-5/16 in. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 60º 2-5/8 in. 4 in. 4-3/8 in. 5 in. 25 ft. lbs. 88 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 (SWB) With CABLE Bracing (SWB) With Stake Eye CABLE Brace Member Horizontal Fp (1 Of 1) Hilti Kwik Bolt TZ Anchor Brace Angle For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SWB13HCS Seismic Brace Connection - 1 Anchor

136 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Detail (SWB14HCS) Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom hhole Anchor O.D. da 1/2 in. Min. hnom Embed. 3-5/8 in. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 60º 4 in. 6 in. 7-1/2 in. 9-3/4 in. 40 ft. lbs. 194 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 (SWB) With CABLE Bracing (SWB) With Stake Eye CABLE Brace Member Horizontal Fp (1 Of 1) Hilti Kwik Bolt TZ Anchor Brace Angle For ASCE 7-10, Values, Multiply Listed Values By (0.80). Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SWB14HCS Seismic Brace Connection - 1 Anchor

137 hhole ~ INSTALLATION DETAIL ~ Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Detail (SSC14HCS) Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom Anchor O.D. da 1/2 in. Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 3-5/8 in. 4 in. 6 in. 7-1/2 in. 9-3/4 in. 40 ft. lbs. 336 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). (1 Of 1) Hilti Kwik Bolt TZ Anchor (SSC) With RIGID Or CABLE Bracing Horizontal Fp (SSC) With RIGID Or CABLE Bracing Brace Angle SSC SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SSC14HCS Seismic Brace Connection - 1 Anchor

138 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Steel Plate. Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor. Detail (SSC24HCS) Min. (5/8") Minimum (9-3/4") / (14") Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom hhole C L hnom hhole Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 1/2 in. 3-5/8 in. 4 in. 6 in. 7-1/2 in. 9-3/4 in. 40 ft. lbs. 916 lbs. Includes (2.0) Omega Per ASCE ,170 lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Min. (2") Fill Flush 1/4" 1/4" (SSC) With RIGID Or CABLE Bracing SSC (1 Of 2) Hilti Kwik Bolt TZ Anchors Centered On Plate Width And Centered Between Anchors. Can Be Rotated 360º Degrees About Its Connection To The Plate (SSC) With RIGID Or CABLE Bracing Horizontal Fp ASTM A36 Steel Plate (1/2") Inch Thick By Min., (4-1/2") Inch Wide With Drilled Round Holes No Greater Than (1/16") Of And Inch Larger Than The Diameter Of The Anchor. Holes Shall Be Centered On Plate Width, Brace Angle SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. SSC24HCS Seismic Brace Connection - 2 Anchors

139 hhole ~ INSTALLATION DETAIL ~ Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Seismic Hardware. Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. Detail (SSC15HCS) Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom Anchor O.D. da 5/8 in. Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 4-7/16 in. 4-3/4 in. 6 in. 8-3/4 in. 12 in. 60 ft. lbs. 458 lbs. Includes (2.0) Omega Per ASCE lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). (1 Of 1) Hilti Kwik Bolt TZ Anchor (SSC) With RIGID Or CABLE Bracing Horizontal Fp (SSC) With RIGID Or CABLE Bracing Brace Angle SSC SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Prior To Proper Tightening Of Anchor Hex Nut The Industries Can Be Rotated 360º Degrees About Its Connection To The Anchor. Do Not Install With Brace Arm Crossing Over Bolted / Threaded Connection SSC15HCS Seismic Brace Connection - 1 Anchor

140 Anchor Length Notice: A Minimum (1") Inch Of Exposed Threads Is Required To Allow For Attachment Of Steel Plate. Recommend Use Of (5/8x6) Hilti KB-TZ Anchor. Detail (SSC25HCS) Min. (5/8") Minimum (12") / (14") Min. (5/8") Normal Weight Concrete (f c Min = 3,000 psi) Min. (6") Hilti Kwik Bolt - TZ Carbon Steel Anchor ICC-ES (ESR-1917) Concrete Slab hnom hhole C L hnom hhole Anchor O.D. da Min. hnom Embed. Min. hhole Depth Min. [TC] Thickness Min. Edge Distance Min. Between Anchor Spacing Installation Torque Brace Angle From 30º to 44º Brace Angle From 45º to 75º 5/8 in. 4-7/16 in. 4-3/4 in. 6 in. 8-3/4 in. 12 in. 60 ft. lbs. 1,241 lbs. Includes (2.0) Omega Per ASCE ,575 lbs. Includes (2.0) Omega Per ASCE 7-16 For ASCE 7-10, Values, Multiply Listed Values By (0.80). Min. (2") Fill Flush 1/4" 1/4" (SSC) With RIGID Or CABLE Bracing SSC (1 Of 2) Hilti Kwik Bolt TZ Anchors Centered On Plate Width And Centered Between Anchors. Can Be Rotated 360º Degrees About Its Connection To The Plate (SSC) With RIGID Or CABLE Bracing Horizontal Fp ASTM A36 Steel Plate (1/2") Inch Thick By Min., (6") Inch Wide With Drilled Round Holes No Greater Than (1/16") Of And Inch Larger Than The Diameter Of The Anchor. Holes Shall Be Centered On Plate Width, Brace Angle SSC Installation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, Cracked Concrete, And Prying. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. SSC25HCS Seismic Brace Connection - 2 Anchors

141 Detail (SSC51) BADGER INDUSTRIES Beam Clamp Part Number Part Number ANSI / FM Brace Angle From Perpendicular Perpendicular Perpendicular To Beam Length To Beam Length To Beam Length 30º to 44º 45º to 60º 61º to 75º Parallel To Beam Length 30º to 44º ANSI / FM Brace Angle From Parallel To Beam Length 45º to 60º Parallel To Beam Length 61º to 75º -C SSC 493 lbs. 493 lbs. 435 lbs. 440 lbs. Brace Splayed Between Perpendicular And Parallel. 550 lbs. 478 lbs. 440 lbs. 493 lbs. 435 lbs. 440 lbs. 493 lbs. 435 lbs. Notice: Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Cup Point End Of Spacer Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. -C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off Beam Clamp Bolt, May Or May Not Be Stamped Into Beam Clamp. Beam Clamp Bolt With Cup Point Spacer Shall Be In Full Contact With Underside Of Beam Flange Steel, Secure To Beam Clamp Using (5/8") ASTM A307 Or Stronger Bolt With Lock Washer And Hex Nut Tightened Until Lock Washer Is Flat, Plus (1/4) Turn, SSC51 Depicted Perpendicular Can Be Installed Upper Or Lower Beam Flange Depicted Perpendicular To Beam Length (SSC) With RIGID Or CABLE (1 Of 1) Bracing (-C) With Cup Point Spacer Beam Clamp (5/8-11) Hex Nut With Lock Washer, Torque-Off Beam Clamp Bolt Head, SSC SSC Industries Cup Point Spacer, Cup Point Spacer, Depicted Perpendicular To Beam Length (SSC) With RIGID Or CABLE Bracing Depicted Parallel Can Be Installed Upper Or Lower Beam Flange Min. (0.1875") Max. (1.260") Beam Flange Thickness "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Depicted Parallel To Beam Length (SSC) With RIGID Or CABLE Bracing (SSC) With RIGID Or CABLE Bracing Horizontal Fp Seismic Brace Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) SSC SSC Do Not Connect To Beam Clamp Torque-Off Bolt Brace Angle Do Not Install With Brace Arm Crossing Over Beam Clamp Torque-Off Bolt SSC

142 Detail (SSC51-J) BADGER INDUSTRIES Beam Clamp Part Number Part Number ANSI / FM Brace Angle From Perpendicular Perpendicular Perpendicular To Beam Length To Beam Length To Beam Length 30º to 44º 45º to 60º 61º to 75º Parallel To Beam Length 30º to 44º ANSI / FM Brace Angle From Parallel To Beam Length 45º to 60º Parallel To Beam Length 61º to 75º -C SSC 493 lbs. 493 lbs. 435 lbs. 440 lbs. Brace Splayed Between Perpendicular And Parallel. 550 lbs. 478 lbs. 440 lbs. 493 lbs. 435 lbs. 440 lbs. 493 lbs. 435 lbs. Notice: Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Joist. Tighten Beam Clamp Bolt Until Cup Point End Of Spacer Is Tight Against Joist Flange And Torque-Off Head Of Bolt Breaks Away. -C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off Beam Clamp Bolt, May Or May Not Be Stamped Into Beam Clamp. Horizontal Fp Min. (0.1875") Max. (1.260") Joist Flange Thickness, Brace Angle (1 Of 1) (-C) With Cup Point Spacer Beam Clamp SSC Depicted Perpendicular To Joist Length (SSC) With RIGID Or CABLE Bracing Min. (3/4") Depicted Perpendicular To Joist Length (SSC) With RIGID Or CABLE Bracing Steel Joist By Others SSC SSC SSC Do Not Connect To Beam Clamp Torque-Off Bolt Do Not Install With Brace Arm Crossing Over Beam Clamp Torque-Off Bolt Beam Clamp Bolt With Cup Point Spacer Shall Be In Full Contact With Joist Flange Steel, Secure To Beam Clamp Using (5/8") ASTM A307 Or Stronger Bolt With Lock Washer And Hex Nut Tightened Until Lock Washer Is Flat, Plus (1/4) Turn, SSC51-J (5/8-11) Hex Nut With Lock Washer, Torque-Off Beam Clamp Bolt Head, SSC Depicted Perpendicular To Joist Length (SSC) With RIGID Or CABLE Bracing Cup Point Spacer, Depicted Parallel To Joist Length (SSC) With RIGID Or CABLE Bracing (SSC) With RIGID Or CABLE Bracing Horizontal Fp Seismic Brace Connection - Single Beam Clamp Attachment (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) Brace Angle SSC

143 Notice: Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. For (-C) Beam Clamp Tighten Beam Clamp Bolt Until Cup Point End Of Spacer Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. For () Beam Clamp Tighten Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. For (-C) Beam Clamp -C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off Beam Clamp Bolt, May Or May Not Be Stamped Into Beam Clamp. Beam Clamp Bolt Shall Be In Full Contact With Beam Flange Steel, Detail (BFS-SSC1) BADGER INDUSTRIES Beam Clamp Part Number Part Number -C SSC 440 lbs., Or L-C N / A For Beam Flange Stiffener Assembly ANSI / FM Brace Angle From Parallel To Parallel To Parallel To Beam Length Beam Length Beam Length 30º to 44º 45º to 60º 61º to 75º 550 lbs. 478 lbs. SEISMIC FpT = 2,040 lbs. (LRFD) SEISMIC FpC = 1,500 lbs. (LRFD) (1 Of 1) Upper Flange Conn. () Beam Clamp FpC (Compression) FpT (Tension) (1 Of 1) () Beam Clamps (1") EMT Conduit Fit Between Strut Nuts, (1 And 2 Of 2) EMT Conduit Rod Stiffener Clamps Beam Depth (36") Inch "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (1 And 2 Of 2) Industries EMT Conduit Rod Stiffener Clamps (6") Max. (1") EMT Conduit Fit Between Strut Nuts, Depicted Parallel To Beam Length (SSC) With RIGID Or CABLE Bracing. See Detail (SSC51) Or Detail (SSC51-J) Horizontal Fp BFS-SSC1 SSC (1 Of 1) (-C) Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice (5/8") Inch ASTM A36 Or Stronger Threaded Rod. Secured To Upper Beam Clamp With Double Strut Nuts Tightened Hand Tight Plus (1/4) Turn, And Secured To Lower Beam Clamp With (SSC) Seismic Bracket, Using Strut Nut And Hex Nut With Lock Washer As Depicted, Tightened Hand Tight Plus (1/4) Turn, Cup Point Spacer, For (-C) Seismic Brace Conn., Beam Clamp Depicted Parallel To Beam Length (SSC) With RIGID Or CABLE Bracing. See Detail (SSC51) Or Detail (SSC51-J) Beam Flange Stiffener - SSC Parallel Brace Connection (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) (6") Max. (1 Of 1) Lower Flange Conn. (-C) Beam Clamp

144 Detail (BFS-SSC1-OS) BADGER INDUSTRIES Beam Clamp Part Number Part Number -C SSC 440 lbs., Or L-C N / A For Beam Flange Stiffener Assembly Beam Clamp Bolt Shall Be In Full Contact With Beam Flange Steel, ANSI / FM Brace Angle From Parallel To Parallel To Parallel To Beam Length Beam Length Beam Length 30º to 44º 45º to 60º 61º to 75º 550 lbs. 478 lbs. SEISMIC FpT = 2,040 lbs. (LRFD) SEISMIC FpC = 1,500 lbs. (LRFD) Notice: Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Each Beam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Spacing Between A Given Beam Clamp Stiffener Assembly And The Seismic Brace Load Point To Beam Flange Shall Be Determined By The Project Structural Engineer Of Record. (1 And 2 Of 2) () Beam Clamps FpC (Compression) FpT (Tension) (1 And 2 Of 2) () Beam Clamps (1 Of 2) EMT Conduit Rod Stiffener Clamps (1") EMT Conduit Fit Between Strut Nuts, (6") Max. (6") Max. (1") EMT Conduit Rod Stiffener Member Can Be Orientated In Plan About The Center Of The Threaded Rod Other Than Depicted, See NOTICE Beam Depth (36") Inch "W", "M", "HP" & "L" Section Steel Beams And Joists By Others (5/8") Inch ASTM A36 Or Stronger Threaded Rod. Secured To Each Beam Clamp With Double Strut Nuts Or Hex Nuts Each Beam Clamp End Connection. Tightened Hand Tight Plus (1/4) Turn, (6") Max. (1") EMT Conduit Rod Stiffener Member Can Be Orientated In Plan About The Center Of The Threaded Rod Other Than (6") Max. Depicted, Depicted Parallel FpC (Compression) To Beam Length FpT (Tension) (SSC) With RIGID Or CABLE Bracing. See Detail (SSC51) Or Detail (SSC51-J) Horizontal Fp BFS-SSC1-OS SSC (1 Of 1) (-C) With Cup Point Spacer Beam Clamp Cup Point Spacer, For (-C) Seismic Brace Conn., Beam Clamp Min. (0.1875") Max. (1.260") Beam Flange Thickness. See Thick Flange Notice (1 Of 1) (-C) With Cup Point Spacer Beam Clamp Depicted Parallel To Beam Length (SSC) With RIGID Or CABLE Bracing. See Detail (SSC51) Or Detail (SSC51-J) Beam Flange Stiffener - SSC Parallel Brace Connection (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

145 Detail (LBK-SSC1) BADGER INDUSTRIES Beam Clamp Part Number Part Number -C SSC 493 lbs. ANSI / FM Brace Angle From Perpendicular Perpendicular Perpendicular To Beam Length To Beam Length To Beam Length 30º to 44º 45º to 60º 61º to 75º 493 lbs. 435 lbs. Notice: Listed Capacities Based On FM Global Seismic Testing And Engineered Analysis. Testing Was Performed (Without) Restraining Strap. Beam Clamp Was Not Tested For Use On Beams With "S" Section Shapes. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. Lateral Brace Kicker Assembly Shall Be Installed So That It Is Orientated Perpendicular To The Length Of The Steel Beam It Is Attached To. Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. Tighten Beam Clamp Bolt Until Cup Point End Of Spacer Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. -C Or C Which Indicates Cup Point Spacer Required To Be Installed At Threaded End Of Torque-Off Beam Clamp Bolt, May Or May Not Be Stamped Into Beam Clamp. Various Seismic Brace To Building Structure Connections SSC Horizontal Fp Lateral Brace Kicker Angle Per Chart, LBK-SSC1 Lateral Kicker (SSC) With RIGID Bracing, Lateral Brace Kicker Same Side As Brace To Be Installed Perpendicular To Beam Length (1 And 2 Of 2) (-C) With Cup Point Spacer Beam Clamp SSC SSC Seismic Brace (SSC) With RIGID Or CABLE Bracing. See Detail (SSC51) Or Secure Detail (SSC51-J) Industries Seismic Hardware To Beam Clamp Using (5/8") ASTM A307 Or Stronger Bolt With Lock Washer And Hex Nut Tightened Until Lock Washer Is Flat, Plus (1/4) Turn, "W", "M", "HP" & "L" Section Steel Beams And Joists By Others Torque-Off Beam Clamp Bolt Prior To Installation Of Seismic Hardware, Industries Cup Point Spacer, Min. (0.1875") Max. (1.260") Beam Flange Thickness Industries Cup Point Spacer, Beam Clamp Bolt With Cup Point Spacer Shall Be In Full Contact With Beam Flange Steel, (1 And 2 Of 2) (-C) With Cup Point Spacer Beam Clamp Lateral Brace Kicker Angle, Seismic Lateral Brace Kicker - SSC Perpendicular Brace Connection (Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use) Various Seismic Brace To Building Structure Connections SSC SSC Horizontal Fp SSC OPTIONAL: Lateral Brace Kicker Opposite Side Of Brace To Be Installed Perpendicular To Beam Length Do Not Connect Seismic Hardware To Beam Clamp Torque-Off Bolt

146 Fill Flush 1/4" 1/4" SSC (SSC) With RIGID Or CABLE Bracing WARNING: No Attachments In Protected Zones As Defined In AISC 341 Without Project S.E.O.R. Approval SSC Max., (1/3) Beam Depth 1/4" 1/4" Steel Beam By Others (SSC) With RIGID Or CABLE Bracing Fill Flush Placement On Bottom Flange Shall Be As Approved By Project Structural Engineer Of Record BADGER INDUSTRIES Part Number Fill Flush 1/4" 1/4" Detail (SSC50) BADGER INDUSTRIES Material Specification WARNING: No Rotation From That Depicted Without Project S.E.O.R. Approval. (SSC) With RIGID Or CABLE Bracing Per SEBO 0º Fp / Fpc / FpT (LRFD) FM Global & Brace Angle From 30º to 44º 45º to 75º SSC (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating. 3,370 lbs. 1,715 lbs. 2,375 lbs. (SSC) With RIGID Or CABLE Bracing Horizontal Fp Brace Angle SSC 0º Fpc / FpT (SSC) With RIGID Or CABLE Bracing SSC 0º Fp Brace Angle Horizontal Fp Installation, Testing And Inspection: Per Project Structural Engineer Of Record And Jurisdictional Requirements. Connection To Beam Can Be Rotated Flat-To-Flat Other Than That Depicted. See Warning Note For Connections To Bottom Flange. SSC50 Seismic Brace Connection - Welded

147 Fill Flush 1/4" 1/4" SSC (SSC-HD) With RIGID Or CABLE Bracing WARNING: No Attachments In Protected Zones As Defined In AISC 341 Without Project S.E.O.R. Approval SSC Max., (1/3) Beam Depth 1/4" 1/4" Steel Beam By Others (SSC-HD) With RIGID Or CABLE Bracing Fill Flush Placement On Bottom Flange Shall Be As Approved By Project Structural Engineer Of Record Fill Flush 1/4" 1/4" (2") EMT Conduit WARNING: No Rotation From That Depicted Without Project S.E.O.R. Approval. (SSC-HD) With RIGID Or CABLE Bracing Per SEBO BADGER INDUSTRIES Part Number Detail (SSC50HD) BADGER INDUSTRIES Material Specification 0º Fp / Fpc / FpT (LRFD) FM Global & Brace Angle From 30º to 44º 45º to 60º SSC-HD (0.185") Inch Thick, Min. (33,000 psi) Yield Strength Carbon Steel, With Zinc Electrogalvanized Plating. 5,250 lbs. 2,625 lbs. 3,710 lbs. See Notice (SSC-HD) With RIGID Or CABLE Bracing Horizontal Fp Brace Angle SSC 0º Fpc / FpT (SSC-HD) With RIGID Or CABLE Bracing SSC 0º Fp Brace Angle Horizontal Fp Installation, Testing And Inspection: Per Project Structural Engineer Of Record And Jurisdictional Requirements. Connection To Beam Can Be Rotated Flat-To-Flat Other Than That Depicted. See Warning Note For Connections To Bottom Flange. SSC-HD Not Conducive To Brace Angles Greater Than 60º Degrees, Due To Fitment Of (2") Inch EMT Conduit Brace Member. SSC50HD Seismic Brace Connection - Welded

148