Badger Seismic Manual - seismicbracing.com / BADGER INDUSTRIES and ANVIL INTERNATIONAL LLC., have collaborated to provide the industry’s most code compliant, cost effective, design

2016 Edition

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 savingseismic bracing hardware and the most extensive seismic component FM Global andIndependent 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

~ TABLE OF CONTENTS ~

(4 - 11)(12 - 13)

(42 - 49)

(51 & 52)(53 - 69)(70 & 71)(72 - 75)(76 - 77)

(81 - 84)(85 & 86)(87 - 89)(90 & 91)

(95 - 98)(99 & 100)

(102 - 107)(108 - 110)(111 - 127)

(129 - 134)(135 - 140) (141 - 147)

BADGER INDUSTRIES : Seismic Kits & Components -----------------------------------------ANVIL INTERNATIONAL LLC: Seismic Components -------------------------------------

(15 - 25)GENERAL NOTES AND NOTICES: ------------------------------------------------------------(27 - 40)SEISMIC HARDWARE CAPACITY DETAILS: ------------------------------------------------

RIGID VERTICAL MEMBER INSTALLATION DETAILS:ALL TRADES - Single Hanger, Trapeze, HVAC Duct & Equipment Type Hangers -

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:

SINGLE HANGER - Mechanical / Electrical / Plumbing / Fire Protection ----------------(79 & 80)ALL TRADES - Cable Brace Arm Member Options -----------------------------------------

TRAPEZE HANGER - Mechanical / Electrical / Plumbing / Fire Protection -------------HVAC DUCT ----------------------------------------------------------------------------------------EQUIPMENT -----------------------------------------------------------------------------------------

VIBRATION ISOLATION BRACING INSTALLATION DETAILS:

SINGLE HANGER - Mechanical / Electrical / Plumbing / Fire Protection ----------------(93 & 94)ALL TRADES - Cable Brace Arm Member Options -----------------------------------------

EQUIPMENT -----------------------------------------------------------------------------------------

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 ---------------------------------------------------------------------------

~ BADGER INDUSTRIES ~ (SRK) & (SRK-HD) SEISMIC KITS

(SRK) SEISMIC KIT

(SRK-HD)SEISMIC KIT

~ BADGER INDUSTRIES ~ (RRK) SEISMIC KITS

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

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

Seism

ic Cab

le Bra

ce K

it Im

ages

Cur

rent

ly Bein

g Upd

ated

See P

ages

31

& 32

For C

able

Brace

Com

pone

nt O

ption

s

~ BADGER INDUSTRIES ~ SEISMIC CABLE KITS

~ BADGER INDUSTRIES ~ Threaded Rod And

Single Strut(12ga. 1-5/8"x1-5/8")

By Others

Rod Stiffener Boltwith Torque Off Head

Vertical SupportRod Sizes (3/8"),(1/2") And (5/8")Inch By Others

(1") Inch DiameterSteel EMT Conduit,Sch 5 Or Sch 10Steel Pipe By Others

Vertical SupportRod Sizes (3/8"),

(1/2"), (5/8"), (3/4") And (7/8") Inch By Others

(12 Ga.) Strut By

Others

SVSS

VerticalSupportRod Sizes(3/8"), (1/2"),(5/8"), (3/4"),(7/8") And(1") InchBy Other

Compression Stiffeners

(12

VerVVRod

(1/2") And (

BADGER INDUSTRIES

[SHCA] Kit

BADGER INDUSTRIES

[RS-1] Bolt

Patent Pending

BADGER INDUSTRIES

[EMT-RSC] Clamp Patent Pending

~ BADGER INDUSTRIES ~

MDH3812, MDH1258 & MDH5834No-Drill™ Metal Deck Hangers

Sand-Lightweight OrNormal Weight Concrete

(f’c Min = 3,000 psi)

Minimum 20 GA.Steel Decking Steel Deck

Groove(TYP.)

Steek DeckGroove(TYP.)

Steel Decking:VERCO - PLW2,VERCO - W2 FORMLOK,VERCO - PLW3,VERCO - W3 FORMLOK

Gravity VerticalAnd/Or SeismicVertical Support

Minimum 20 GA.Steel Decking Steel Deck

Groove(TYP.)

SeismicBrace

Badger SSC

FAST -

- -

-

No Hazardous Silica Concrete Dust.

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 Expensive HEPA Vac For Dust Containment.- No Hazardous Waste HEPA Vac Filters & Dust Disposal.

No Roto-Hamming = “NO” Noise & “NO” Vibration.

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 1950-10, 1950-13 & ANSI/FM 1950-2016 Compliant. - IBC / AISI / ASCE / CBC / OSHPD / NFPA Compliant. - Visual Inspection Compliant.

CLEAN

QUIET

EASY STRONG

METALD- RILL™NO DECK HANGERS

““

Badger IndustriesPart # [MDH3812]



Si02DUST

Patent Pending

~ BADGER INDUSTRIES ~ SBC158

Beam Clamp

Wide FlangeSteel “I” Beam

Or Joist

BadgerSBC158

BadgerSBC158


Or Joist

BadgerSBC158

BadgerSBC158


Or Joist

BadgerSBC158

BADGER INDUSTRIES

[SBC158]Patent Pending

BadgerSBC158


Or Joist

BadgerSBC158

BadgerSBC158

BadgerSBC158

~ BADGER INDUSTRIES ~ SBC158L

Beam Clamp


Or Joist

BadgerSBC158L

BadgerSBC158L

BADGER INDUSTRIES

[SBC158L]Patent Pending


Or Joist

BadgerSBC158L


Or Joist

BadgerSBC158L

BadgerSBC158L

~ BADGER INDUSTRIES ~ SBC158-C

Beam Clamp


BADGER INDUSTRIES

[SBC158-C]Patent Pending

BadgerSBC158

BadgerSBC158

BadgerSBC158

Badger SSC

Badger SSC

Steel Joist

CS

S re

gda

B

Badger

SB

C158

BadgerSBC158

BadgerSBC158

BadgerSBC158

Badger SSC

Badger SSC

ANVIL Fig. 212 Pipe Clamp For SeismicVertical, Transverse AndLongitudinal Conn., ToPipe And Conduit Sizes(1” thru 4”).

ANVIL Fig. 3792 Cush-A-Strip For Seismic Connecting To Copper PipingUsing Anvil Fig. 212 AndAnvil Fig. 212FP Clamps

ANVIL Fig. 212FP Pipe Clamp For SeismicVertical, Transverse AndLongitudinal Conn., ToPipe And Conduit Sizes(5” thru 12”).

ANVIL Fig. 69 Adjustable Swivel RingHanger Sizes (1” thru 8”).

ANVIL Fig. 260 Adjustable Clevis HangerSizes (1” thru 30”).

ANVIL Fig. 67 Adjustable J-HangerSizes (1” thru 6”).

ANVIL StrutChannel Framing

GENERAL NOTES

NOTICESAND

~ GENERAL NOTES ~

Continued Next Page.

(GN1). Neither NUSIG nor Badger Industries is responsible for engineering the use or detailing ofNUSIG / Badger Industries products and components for a specific project. All suchengineering is to be performed by an engineer, retained by others, who is licensed toperform the necessary engineering, and who is insured to provide these engineering services(”Responsible Engineer”). All design submittals specifying NUSIG / Badger Industriesproducts and components must be sealed and signed by the Responsible Engineer, andsubmitted 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 / Badger Industries products/components/designs and documents may only beused for interior applications.

NUSIG / Badger Industries documents are subject to change without notice or responsibility.

NUSIG / Badger Industries websites,www.nusig.comwww.badgerindustries.comwww.seismicbracing.com

LIMITATION OF LIABILITYTo the fullest extent permissible by law, NUSIG, Badger Industries, Anvil International,LLC and, their respective owners, officers, directors, employees, agents and representatives(collective, the “Parties”) excludes all liability except liability that is directly attributableto 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 Partiesproducts that caused the injury or loss. In addition to the foregoing, THE PARTIES AREIN NO EVENT LIABLE FOR ANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE,LOSS OF OPPORTUNITIES, DOWNTIME OR DELAY, LABOR, REPAIR ORMATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR, INCIDENTAL ORCONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing theParties products, you agree to this limitation of liability on your behalf, and on behalf ofthe person or organization purchasing the products.

WARRANTYNUSIG and/or Badger Industries products are warranted to be free from defects in materialand workmanship at the time of shipment. NO OTHER WARRANTY, WHETHEREXPRESS OR IMPLIED (INCLUDING ANY WARRANTY OF MERCHANTABILITYOR FITNESS FOR A PARTICULAR PURPOSE), SHALL EXIST IN CONNECTIONWITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCTS. Products claimed to be defective or nonconforming must be identified inwriting and returned (within 30 calendar days) to NUSIG / Badger Industries for inspection.Notice of a warranty claim within this 30 day period is a condition precedent to this Warranty.In no event shall NUSIG / Badger Industries be responsible if the products have beenimproperly stored, improperly used, abused or misused. NUSIG / Badger Industries will,at its option, either repair or replace defective or nonconforming products for which it isresponsible or return the purchase price to the BUYER. THE FOREGOING STATESBUYER’S EXCLUSIVE REMEDY FOR ANY BREACH OF THE NUSIG AND/ORBADGER INDUSTRIES WARRANTY AND FOR ANY CLAIM, WHETHER SOUNDINGIN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS OR INJURY CAUSED BY THESALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIES PRODUCT(S).

~ GENERAL NOTES ~

D

C

Be

A

30º

1.37

5

1.375"

3.375"0.625"

Badger SSC

Mad

e InUSA

0.580"

interaction eqn. interms of P max, Tallow & Vallow

P max = 1.2

1.67 0.50

Tallow +

Vallow(LRFD) (LRFD)

Equation Accounts For ACI 318 Combined TensionAnd Shear Loads Utilization Check.

Equation Accounts For ACI 318 Combined TensionAnd Shear Loads Utilization Check.

V = Psin30º = 0.5P X

T

Eccentricity @ 30º: e = 1.375 - (1.375 * tan30º) = 0.58

= Pcos30º * = 1.67P X

e + 0.625

0.625( (

interaction eqn. interms of P max, T allow & V allow

P max = 1.2

0.707 0.707

Tallow(LRFD)

+Vallow(LRFD)

D

C

B A

45º

1.375

1.375"

3.375"0.625"

Badger SSC

Mad

e InUSA

(P m

ax.)

(P max.)


(GN1).

(GN2).

(GN3).

Continued:ANVIL PRODUCTSAdditional information on Anvil products, including warranties can be found atwww.anvilintl.com

WARNINGThe improper use, misuse and/or misapplication of these documents and/or NUSIG /Badger Industries products may cause product malfunction, property damage, bodily injuryand death.

The project S.E.O.R., shall qualify that the building structure capacity is adequate to handlethe design demand forces. Caution shall be used when reviewing the usability of thisdocument singularly or in combination with other connections / loads / forces / etc., so thatthe building structure and/or other connections are not overloaded or compromised.

Connections to the building structure and their associated component assemblyconfigurations must account for the standard engineering practices of geometry prying andeccentricity. These can greatly effect the overall capacity of a given anchorage / structureconnection assembly and the accountable design demand point loading to the buildingstructure. All applicable geometry prying and eccentricity shall be accounted by theResponsible Engineer sealing and signing submittals using these documents. See geometryprying examples below.

V = Psin45º = 0.707P X

T

Eccentricity @ 45º: e = 1.375 - (1.375 * tan45º) = 0.00

= Pcos45º * = 0.707P X

e + 0.625

0.625( (

~ GENERAL NOTES ~

Seismic BraceAngle MeasuredFrom Vertical

Seismic

Brace M

embe

r

rebme

M lacitreV ci

msieS

(Fp)

(FpT)(Fpc)

(ASD)

Seismic BraceTo Structure

Seismic VerticalTo Structure

Gravity VerticalTo Structure

NUSIG / Badger Industries component capacities references.(Fpc) = Seismic Vertical Compression, (Fp(Fp) = Seismic Horizontal, (ASD) = Gravity Vertical Tension.


T) = Seismic Vertical Tension.(GN10).

(GN4).

(GN5).

(GN6).

(GN7).

(GN8).

(GN9).

Concrete anchors identified within a given detail shall not be substituted. Concreteanchorage spacing coordination requirements for cast-in-place inserts and/or drill-in anchorsand that required for all adjacent anchorages is an all trades / all usage, seismic andnon-seismic design, installation and inspection responsibility that shall be maintained.When installing post installed anchors into non-prestressed reinforced concrete, use careand caution to avoid cutting or damaging reinforcing. When installing anchors intoprestressed concrete, locate the prestressed tendons by using a non-destructive method anddo not cut or damage the tendons during installation.

Installations that require a specified torque shall be tightened using tools / devices properlycalibrated for such use. Do not over tighten during installation and/or testing. Installationsthat 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 editionof the structural welding code of the American Welding Society. After welding check forproper installation tightness / torque on assemblies that were subjected to welding heat.Welds shall use minimum E70xx electrode. Capacitor discharge stud welding shall complywith manufacturer requirements. Welding inspections and testing shall be as required bythe project S.E.O.R.

Material specifications including but not limited to threaded rods, bolts, hex nuts, couplernuts, etc., and additional project / application specific general notes shall be engineeredand provided by the Responsible Engineer sealing and signing submittals using thesedocuments.

Selected components NUSIG / Badger Industries and Anvil products have been identifiedas "(No Substitutions)", and the substitution of any such components is not allowed.

The maximum seismic vertical, seismic transverse and/or seismic longitudinal brace spacingof a given item or trade system shall be as engineered by others. Brace angles referencedwithin this document are measured from vertical, unless indicated otherwise.

~ GENERAL NOTES ~

(GN11).

(GN12).

(GN13).

(GN14).

(GN15).

(GN16).

(GN17).

Per FM Global test reports, Badger Industries components (SSC), (SSC-RF), (SBEMT),(SVCxx), can be installed with a plan view deviation of (+/-) (2-1/2º) degrees. An additionalopposing / counteracting seismic member can be designed / installed to correct conditionsnot in compliance with these deviation limits.

When the seismic vertical components and/or assemblies identified within this documentare 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 withinthe design and/or assembly of seismic vertical hangers and/or seismic transverse orlongitudinal bracing, unless such components have been seismically tested and/or engineeredby 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 througha building seismic joint, flexibility shall be designed into the trade system to accommodatethe movements (relative displacements as determined by the project S.E.O.R.) of thebuilding seismic joint the trade system is passing through. On each side of the buildingseismic joint the trade system shall be transversely braced within (24") inches of the flexibleportion of the trade system. Bracing shall not be connected to the flexible portions of thetrade system. Said transverse and/or the associated longitudinal bracing for the tradesystem shall be designed to account for the weight and operating forces of the flexible tradesystem. Deviation to the (24") shall be engineered on an application specific basis.

Construction, inspections, reviews, verifications, maintenance, etc., of any and allitems / designs / conditions / etc., including but not limited to qualification of the buildingstructure, anchorage coordination, non-braced components, brace installations, andcontinued use, repair, replacement and/or abandonment of existing installations beforeand/or after any and all events (seismic or otherwise), etc., is by others.

End

MANUFACTURER CERTIFICATION

OF

NONSTRUCTURAL COMPONENTS

~ ~

Part No: Part Description: Usage: (GS = Gravity Support) Method:(SV = Seis Vertical) (SB = Seis Brace)

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

SBC158 Adjustable Seismic Beam Clamp GS / SV TestingGS / SV Testing

SBC158L Adjustable Seismic Beam Clamp GS / SV TestingSBC158L-C Adjustable Seismic Beam Clamp GS / SV Testing

SBC158-C Adjustable Seismic Beam Clamp SB

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 TestingSCC-2 Adjustable Seismic Cable Clamp SB Testing

SHCA Vertical Stiffener Clamp SV AnalysisEMT-RSC Vertical Stiffener Clamp SV AnalysisRS-1 Vertical Stiffener Bolt SV Analysis

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

MANUFACTURER’S CERTIFICATION:Anvil International LLC.

Part No: Part Description: Usage: (GS = Gravity Support) Method:(SV = Seis Vertical) (SB = Seis Brace)

TestingBS / VS pmalC epiP212 .giF TestingBS / VS pmalC epiPPF212 .giF TestingBS / VSpirtS noihsuC2973 SA

NO-DRILL HANGERS™

Neither NUSIG nor Badger Industries is responsible for engineering or detailing the use of NUSIG, BadgerIndustries and/or others products and components for a specific project and/or application. All such engineeringis 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 submittalsspecifying NUSIG / Badger Industries products and components must be sealed and signed by the ResponsibleEngineer, 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 ofactual project specific application usage conditions. The usage, design, engineering, installation and inspectionof construction component assemblies (both seismic and non seismic) shall take into account the capacitylimits of the weakest components and conditions within the overall assembly, including but not limited to thebuilding structure, threaded rod compression with or (without) rod stiffeners, prying and eccentricityinteractions, etc. Such shall be the responsibility of non NUSIG / Badger Industries others.

NUSIG / Badger Industries documents are subject to change without notice or responsibility. NUSIG / BadgerIndustries products, components and documents are for interior use. It is the responsibility of the user toqualify that they are using the most current NUSIG / Badger Industries documents.

LIMITATION OF LIABILITYTo the fullest extent permissible by law, NUSIG, Badger Industries, and their respective owners, officers,directors, employees, agents and representatives (collective, the “Parties”) excludes all liability except liabilitythat is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under anytheory, the aggregate liability of all of them is limited to the total purchase price of the Parties products thatcaused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FORANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME ORDELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR,INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing theParties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organizationpurchasing the products.

WARRANTYNUSIG and/or Badger Industries products are warranted to be free from defects in material and workmanshipat the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDINGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALLEXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned(within 30 calendar days) to NUSIG / Badger Industries for inspection. Notice of a warranty claim within this30 day period is a condition precedent to this Warranty. In no event shall NUSIG / Badger Industries beresponsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / BadgerIndustries will, at its option, either repair or replace defective or nonconforming products for which it isresponsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER’S EXCLUSIVEREMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY ANDFOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS ORINJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCT(S).

WARNINGThe improper use, misuse and/or misapplication of these documents and/or NUSIG / Badger Industriesproducts may cause product malfunction, property damage, bodily injury and death.

~ MDH GENERAL NOTICE ~

~ CODE COMPLIANCE NOTICE ~

(1.)

NUSIG / Badger Industries Manufacturer’s Certification:Part No: Part Description: Usage:

(GS = Gravity Support)

Compliance Method:

(SV = Seis Vertical) (SB = Seis Brace)

MDH3812 No-Drill™ Metal Deck Hanger GS / SV Testing & Analysis

MDH5834 No-Drill™ Metal Deck Hanger GS / SV / SB Testing & Analysis MDH1258 No-Drill™ Metal Deck Hanger GS / SV / SB MDH3812 No-Drill™ Metal Deck Hanger Ceiling Wire

Testing & Analysis Testing & Analysis

(2.)

Badger 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.

Badger 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 Badger 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 9.1.1.2, thus allowing Badger 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 17025. 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 / Badger Installation Details.

SBC BEAM CLAMPS

~ SBC GENERAL NOTICE ~

Neither NUSIG nor Badger Industries is responsible for engineering or detailing the use of NUSIG, BadgerIndustries and/or others products and components for a specific project and/or application. All such engineeringis 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 submittalsspecifying NUSIG / Badger Industries products and components must be sealed and signed by the ResponsibleEngineer, 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 ofactual project specific application usage conditions. The usage, design, engineering, installation and inspectionof construction component assemblies (both seismic and non seismic) shall take into account the capacitylimits of the weakest components and conditions within the overall assembly, including but not limited to thebuilding structure, threaded rod compression with or (without) rod stiffeners, prying and eccentricityinteractions, etc. Such shall be the responsibility of non NUSIG / Badger Industries others.

NUSIG / Badger Industries documents are subject to change without notice or responsibility. NUSIG / BadgerIndustries products, components and documents are for interior use. It is the responsibility of the user toqualify that they are using the most current NUSIG / Badger Industries documents. Prior to usage read(Back Of Strut Opening Notice), (Fire Proofed Beam Notice) and (Beam Bending Notice).

LIMITATION OF LIABILITYTo the fullest extent permissible by law, NUSIG, Badger Industries, and their respective owners, officers,directors, employees, agents and representatives (collective, the “Parties”) excludes all liability except liabilitythat is directly attributable to the willful negligence of the Parties. Should the Parties be held liable, under anytheory, the aggregate liability of all of them is limited to the total purchase price of the Parties products thatcaused the injury or loss. In addition to the foregoing, THE PARTIES ARE IN NO EVENT LIABLE FORANY LOSS OF BUSINESS OR PROFITS, LOSS OF USE, LOSS OF OPPORTUNITIES, DOWNTIME ORDELAY, LABOR, REPAIR OR MATERIAL COST OR ANY OTHER SIMILAR OR DISSIMILAR,INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE INCURRED BY BUYER. By purchasing theParties products, you agree to this limitation of liability on your behalf, and on behalf of the person or organizationpurchasing the products.

WARRANTYNUSIG and/or Badger Industries products are warranted to be free from defects in material and workmanshipat the time of shipment. NO OTHER WARRANTY, WHETHER EXPRESS OR IMPLIED (INCLUDINGANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE), SHALLEXIST IN CONNECTION WITH THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCTS. Products claimed to be defective or nonconforming must be identified in writing and returned(within 30 calendar days) to NUSIG / Badger Industries for inspection. Notice of a warranty claim within this30 day period is a condition precedent to this Warranty. In no event shall NUSIG / Badger Industries beresponsible if the products have been improperly stored, improperly used, abused or misused. NUSIG / BadgerIndustries will, at its option, either repair or replace defective or nonconforming products for which it isresponsible or return the purchase price to the BUYER. THE FOREGOING STATES BUYER’S EXCLUSIVEREMEDY FOR ANY BREACH OF THE NUSIG AND/OR BADGER INDUSTRIES WARRANTY ANDFOR ANY CLAIM, WHETHER SOUNDING IN CONTRACT, TORT OR NEGLIGENCE, FOR LOSS ORINJURY CAUSED BY THE SALE OR USE OF ANY NUSIG AND/OR BADGER INDUSTRIESPRODUCT(S).

WARNINGThe improper use, misuse and/or misapplication of these documents and/or NUSIG / Badger Industriesproducts may cause product malfunction, property damage, bodily injury and death.

CONTINUED NEXT PAGE

~ SBC GENERAL NOTICE ~

Seismic tension and compression capacities where derived from ANSI/FM 1950-2016 testing performed byFactory Mutual. ANSI/FM 1950-2016 testing meets the requirements of FM 1950-2010 and FM 1950-2013.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). Seismiccapacities listed within these details only take into consideration the identified beam clamp and/or strutmember. 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 whereused to develop listed seismic tension and compression capacities.

a.) ANSI/FM 1950-2016.b.) Maximum strut deflection at applied load = 1 inch.c.) Maximum 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 machineat Anvil International’s Research & Development facility in North Kingstown, RI. Test data was analyzedin accordance with ANSI/MSS SP-58. Gravity tension capacities listed within these details only take intoconsideration the identified beam clamp and/or strut member. Threaded rod tension capacities are based onANSI/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 usedto develop listed MSS SP-58 gravity tension capacities.

e.) Tested capacities by the derived safety factors listed within ANSI/MSS SP-58. Maximum capacities not to exceed 67% of the yield load.f.) Maximum 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 timessafety factor to the design. The Metal Framing Manufactures Association’s (MFMA) 25,000 psi allowablestress applies a minimum 1.8 times safety factor and exceeds 75% of the material’s minimum yield. MFMA’sallowable design stress does not meet the design requirements of ANSI/MSS SP-58 and therefore was notused to determine listed gravity tension capacities.

For compliance with NFPA-13 (Safety Factor = 5 plus 250 lbs.) gravity hanger building attached componentdesign requirement, take the detail applicable ANSI/MSS SP-58 capacity and multiply it by (3.5) and matchit to an equal or lesser Minimum Check Load identified below.

1" & 1-1/4" pipe size ----1-1/2" pipe size -----------2" pipe size ----------------2-1/2" pipe size -----------3" pipe size --------------3-1/2" pipe size ---------4" pipe size --------------5" pipe size --------------6" pipe size --------------8" pipe size --------------10" pipe size ------------12" pipe size ------------

ANVIL PRODUCTSAdditional information on Anvil products, including warranties can be found at www.anvilintl.com

END

430 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 hangerspans using schedule 40 steel pipe full ofwater and a (Safety Factor = 5 plus 250 lbs.).Project specific hanger spacing and pipeschedule capacities can be engineeredprovided a (Safety Factor = 5 plus 250 lbs.)is maintained.

SEISMIC HARDWARE

CAPACITY DETAILS

~ INSTALLATION DETAIL ~

SSC

Usage Of This Detail Shall Be Per“SEBO”™ Seismic Engineering ByOthers. Listed (LRFD) CapacitiesBased On Seismic Independent LabTesting Performed By FM Global. PerANSI / FM, (ASD) = (LRFD / 1.4).Tested For Unsupported CantileveredConnections. Weaker Components /Conditions Within Overall Design AndApplication Including, But Not LimitedTo The Building Structure CapacityShall Control.

Depicted Badger (SBEMT) SeismicHardware Pivot Arms Can Be FactorySubstituted With Badger Industries(SVC58) Seismic Hardware, Or CableConnections To Pivot Pin.

Do Not Stack Multiple Badger (SSC)Seismic Hardware Brackets.

Notice:

~ BADGER INDUSTRIES ~[SSC]

Seismic Hardware

~ BADGER INDUSTRIES ~SSC Seismic Hardware - Design Demand Capacity Limits

(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

BADGERINDUSTRIES

Seismic HardwarePart Number

~ BADGER INDUSTRIES ~Detail (SSC)

45º to 60ºMaximum

Fp (LRFD)

Brace Angle From Vertical

30º to 44ºMaximum

Fp (LRFD)

BADGER SSCConnection / Anchorage

Size, And Types

SSC2,375 lbs.1,715 lbs.

SSC2,375 lbs.1,715 lbs.

Single 1/2" DiameterASTM A307 Bolt,ASTM A36 Threaded Conn.,Or Welded To Steel.

0º = Vert.Maximum

Fpc / FpT(LRFD)

WeldedTo Steel


Same (SSC) FitsBoth 1/2" & 5/8"Connection Sizes

Same (SSC) FitsBoth 1/2" & 5/8"Connection Sizes

WeldedTo Steel

90º = Horiz.Maximum

Fp (LRFD)

61º to 75ºMaximum

Fp (LRFD)

2,425 lbs.

2,425 lbs.

3,370 lbs.

3,370 lbs.WeldedTo Steel

WeldedTo Steel

3,370 lbs.

3,370 lbs.

Fpc / FpT

90º = Horiz.Brace AnglePer Chart

WeldedTo Steel

WeldedTo Steel

Per Chart

0º = Vert.

CS

S re

gda

B

Do NotInstall WithBrace Arm

Crossing OverBolted / Threaded

Connection

Badger SSC

BraceAnglePer Chart

Bolted / ThreadedConn., InstalledThrough CorrectHole Size AndSecured With HexNut. Washer NotRequired Fp

Per Chart

Horizontal

Vertical

Badger SSC

Do NotInstall WithBrace ArmParallel With(SSC) Base

CS

S re

gda

B

FpPer Chart

Horizontal

Vertical

Vertical

Badger SSC

ANSI / FM 1950-2016


SSC-HD

Usage Of This Detail Shall Be Per“SEBO”™ Seismic Engineering ByOthers. Listed (LRFD) CapacitiesBased On Seismic Independent LabTesting Performed By FM Global. PerANSI / FM, (ASD) = (LRFD / 1.4).Weaker Components / ConditionsWithin Overall Design And ApplicationIncluding, But Not Limited To TheBuilding Structure Capacity ShallControl.

Badger (SSC-HD) Seismic HardwareBrackets Are Not Stackable.

Notice:

~ BADGER INDUSTRIES ~[SSC-HD]

Seismic Hardware

~ BADGER INDUSTRIES ~SSC Seismic Hardware - Design Demand Capacity Limits


Fpc / FpT

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SSC-HD)

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

BADGER SSC-HDConnection / Anchorage

Size, And Types

SSC-HD3,710 lbs.2,625 lbs.Welded To Steel

0º = Vert.Maximum

Fpc / FpT(LRFD)

Standard Badger(SSC) With

Double SBEMTPivot Arms

90º = Horiz.Maximum

Fp (LRFD)

61º to 75ºMaximum

Fp (LRFD)

.sbl 052,5.sbl 052,5

BraceAnglePer Chart

(TYP.) WeldedTo Steel Conn.

Fp


(TYP.) (2")EMT Conduit



ConnectionOf (2") EMTConduit ToSSC-HD NotConducive ToRef. Angles

Badger SSC

Badger SSC

Per Chart

0º = Vert.

Per Chart

Horizontal

Vertical 90º = Horiz.

Brace AnglePer Chart

CS

S re

gda

B

FpPer Chart

Horizontal

Vertical

Vertical

ANSI / FM 1950-2016


SSC-RF

Usage Of This Detail Shall BeP e r “ S E B O ” ™ S e i s m i cEngineering By Others. Listed(LRFD) Capacities Based OnSeismic Independent LabTesting Performed By FMGlobal. Per ANSI / FM, (ASD) =(LRFD / 1.4). Tested ForUnsupported Canti leveredC o n n e c t i o n s . W e a k e rComponents / Conditions WithinOverall Design And ApplicationIncluding, But Not Limited ToThe Building Structure CapacityShall Control.

Each Badge r (SSC-RF)Requires (1) Badger (STW),Retrofit Seismic Tabbed WasherTo Be Installed. Slotted OpeningIn Badger (STW) MatchesThreaded Conn., Size. InstallAs Depicted With Name StampFacing Hex Nut.

Individual Badger (SSC-RF)With (STW) Can Be StackedUsing The Same Bolt OrThreaded Rod Connection.

Depicted Badger (SBEMT)Seismic Hardware Pivot ArmsCan Be Factory Substituted WithBadger Industries (SVC58)Seismic Hardware, Or CableConnections To Pivot Pin.

Notice:

~ BADGER INDUSTRIES ~[SSC-RF]

Seismic HardwareBolted / ThreadedConn., InstalledThrough CorrectSize Badger(STW) RetrofitSeismic TabbedWashers AndSecured WithHex Nut

Fp

BraceAnglePer Chart

Badger(STW) RetrofitSeismic TabbedWasher SizedTo Fit ThreadedConn.

Item BeingBraced OrStructure

Item BeingBraced OrStructure

~ BADGER INDUSTRIES ~SSC-RF Seismic Hardware - Design Demand Capacity Limits


STW x/x

x/x

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SSC-RF)

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

BADGER SSC-RFConnection / Anchorage

Size, And Types

2,015 lbs.1,465 lbs.

SSC-RF 3/82,015 lbs.1,465 lbs.


BADGER STWRetrofit SeismicTabbed Washer

Part Number

STW 3/8(1) RequiredEach SSC-RF


STW 1/2(1) RequiredEach SSC-RF

Includes (1)Required STW 3/8Retrofit Washer

SSC-RF 1/2Includes (1)Required STW 1/2Retrofit Washer

2,015 lbs.1,465 lbs.Single 3/4" DiameterASTM A307 Bolt,ASTM A36 Threaded Conn.,Or Welded To Steel.

(1) RequiredEach SSC-RF


SSC-RF 3/4 STW 3/4

ANSI / FM 1950-2016

2,015 lbs.1,465 lbs.Single 5/8" DiameterASTM A307 Bolt,ASTM A36 Threaded Conn.,Or Welded To Steel.

(1) RequiredEach SSC-RF


SSC-RF 5/8 STW 5/8

61º to 75ºMaximum

Fp (LRFD)

1,810 lbs.

1,810 lbs.

1,8010 lbs.

1,810 lbs.

BADGER SCC-RFCan Be Double, Triple

Or QuadrupleStacked

76º to 90ºMaximum

Fp (LRFD)

1,725 lbs.

1,725 lbs.

1,725 lbs.

1,725 lbs.

Per Chart

Horizontal

Ver

tical

SSC-RFBadger

Do NotInstall WithBrace ArmCrossing OverBolted / ThreadedConnection

SSC-RFBadger

SSC-RFBadger

SSC-RFBadger

SSC-RFBadgerSSC-RF

Badger


(TYP.) Badger Industries

(SVC38), (SVC12),(SVC58) Or

(SVC78)Seismic Hardware

Patent Pending(No Substitution)

Badger Industries

(SBEMT)(SBEMT38)

Seismic HardwarePatent Pending

(No Substitution)

SVC-SBEMT

Listed (LRFD) Values Are For Both Tension And Compression Loads, But Do Not Account For Compression Load Limits Due To EMT Conduit MemberLength. Per ANSI / FM, (ASD) = (LRFD / 1.4). Listed (LRFD) Capacities Based On Seismic Independent Lab Testing Performed By FM Global. WeakerComponents / Conditions Within Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control. ConduitShall 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 WithAn 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 EndOf A Badger Industries (SVCxx) Or (SBEMT) Seismic Hardware With One Of The Arms Inside The EMT Conduit Member And The Other Arm OutsideOf The EMT Conduit Member. Depth Of EMT Conduit Member Installation Into The Seismic Hardware Shall Be Per This Detail.

Notice:

(TYP.) Badger Industries

(SVC38), (SVC12), (SVC58),(SVC78) (SBEMT) Or (SBEMT38)

Seismic Hardware. End Connections Can BeIntermixed

BADGERINDUSTRIES

Seismic HardwarePart Numbers

~ BADGER INDUSTRIES ~Detail (SVC-SBEMT)

90ºOffset

(LRFD)

End-To-End Alignment WithNo Exposed Threaded Ends

0ºOffset

(LRFD)

(SVC38),(SVC12)(SVC58),(SVC78),(SBEMT) Or(SBEMT38)

1,295 lbs.1,875 lbs.

EMT ConduitMember Size

3/4" EMT Conduit

2,040 lbs.2,265 lbs.1" EMT Conduit

2,740 lbs.3,370 lbs.1-1/4" EMT Conduit


2,345 lbs.3,370 lbs.2" EMT Conduit


Can Be AssembledAs Intermixed OrSame End-To-EndConnections

~ BADGER INDUSTRIES ~SVC & SBEMT Seismic Hardware - Design Demand Capacity Limits


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.

Not Rated

SVC38 (3/8-16)0º to 90º Offset

(LRFD)

1,295 lbs.

990 lbs.

1,090 lbs.

1,090 lbs.

1,090 lbs.

Not Rated

End-To-End Alignment With Maximum (3") Inches Of ExposedASTM A36 Or Equal Threads At One Or Both End Connections

ANSI / FM 1950-2016

0ºOffset

90ºOffset

EMT ConduitMember PerChart (TYP.)

(2)-(1/4" x 1") InchHex Washer Head

Screws ProvidedWith Seismic

Hardware. Do NotInstall Screws Into

Conduit WeldSeam. (TYP.)

Each End Conn.

EMT ConduitMember ShallExtend A Minimum(3/8") Inch BeyondEnd Screw

EMT ConduitMember ShallExtend A Minimum(3/8") Inch BeyondEnd Screw

EMT ConduitMember PerChart (TYP.)

Exposed ThreadsApplicable ToSVCxx End Conn.

(2)-(1/4" x 1") Inch HexWasher Head ScrewsProvided With SeismicHardware. Do NotInstall Screws IntoConduit Weld Seam.(TYP.) Each End Conn.

Inspection Hole.Minimum Threaded MemberEngagement Requires A Min.Of (1) Visible Thread

EM

T C

ondu

it M

embe

r P

er C

hart

EM

T C

ondu

it M

embe

r P

er C

hart


Badger Industries (SWB)Patent Pending Seismic HardwareWith Badger Stake-Eye EndConn., Cable Brace Member(No Substitution), (TYP.)

Fits (3/8") Or (1/2") Conn., Size

Min. (3")

(1 Of 1) Badger Industries (SCC-x)Cable Clamp At Looped End Connection.

Cable Clamp Installation Torque Per Chart.Cable Clamp Washer Faced Hex Bolt Head

With Slotted Opening To Be Installed OnLive Cable With Cable Clamp Washer Faced

Hex Nut To Be Installed On Dead Cable.Install With Washer Faces Against Cable

(X)PerChart

Live CableMember

Badger IndustriesCable BraceMember Per “SEBO”See Chart

Dead Cable

Mem

ber

Seismic Independent Lab Testing Performed Using Tension Only Cyclic Loads Per ANSI / FM 1950, Resistance Factor (0.70) Used. (ASD) Capacity = Listed CapacityDivided 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 Badger (SCC-x) Cable Clamp Assembly With Both Live And Dead Cable Brace Members Will Cause Nesting Of The Cable Brace Members WithinThe (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 Badger SeismicHardware, Not Bulging Or Oversized. Cable Brace Member Shall Be Installed As A (1) Piece Continuous Taut Straight Member, EXCEPTION: For Item SuspendedBy Vibration Isolation Devices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer.

Notice: “SEBO”™ Seismic Engineering By Others

Badger Industries

(SWB) Patent PendingSeismic Hardware With

Badger (SCC-x)Field Assembly Cable End

Connection Per Chart(No Substitution), (TYP.)

One Hook End Of Badger Industries

(SWB) Fits (3/8") Diameter ConnectionsAnd The Other Hook End Of The Same

(SWB) Fits (1/2") Diameter Connections

PLAN VIEWWasher Can BeRound Or Square

SWB-CBM

Brace AnglePer ChartAnd “SEBO”

End Conn., To StructureFits (3/8") & (1/2") Dia.,Anchor Or Bolt WithWasher, (TYP.)

Round Or SquareWasher, (TYP.)

~ BADGER INDUSTRIES ~SWB - Cable Brace Member


Cable Brace MemberSize, Construction

Strands / Arrangement,And Material

Cable BraceMember

MaximumLive Length

~ BADGER INDUSTRIES ~Detail (SWB-CBM)

BraceMember

No.

Min. (1/16") Inch Dia.(7x7) Galvanized Steel 10 Feet

45º to 60ºBrace Angle Maximum

Fp (LRFD)

159 lbs.



Fp (LRFD)

112 lbs.

(SCC-x)Cable Clamp

Size

SCC-1

(SCC-x)Installation

Torque

10 ft.• lbs.

(X)Maximum

1-1/2" Inch[C116-10]

BraceMember

No.

[C116-10]

ANSI / FM 1950-2016

Min. (1/16") Inch Dia.(7x7) Galvanized Steel 20 Feet 89 lbs. 63 lbs.SCC-1 10 ft.• lbs. 1-1/2" Inch[C116-20] [C116-20]


310 lbs. 219 lbs.SCC-2 20 ft.• lbs. 1-1/2" Inch[C118-20] [C118-20]

(SCC-1) InspectionHead Stamp

Washer FacedSlotted Hex Bolt

Washer FaceHex Nut


10 Feet[C118-10] [C118-10]

Hex Nut OrBolt, (TYP.)Per “SEBO”


(1, 2, 3 Or More) Badger Industries (SWB)Patent Pending Seismic Hardware Brackets CanBe Stacked Together, Provided A Washer Is

Located Between Hex Nut And The (SWB)Nearest The Hex Nut

BADGER INDUSTRIES

(SWB)Patent Pending

B1

307

Vertical

FpPer Chart

Horizontal

B.I.SCC-2A-307


Usage Of This Detail Shall Be Per “SEBO”™ Seismic Engineering By Others. Listed (LRFD) Capacities Based On Seismic Independent Lab TestingPerformed By FM Global. Per ANSI / FM, (ASD) = (LRFD / 1.4). Tested For Unsupported Cantilevered Connections. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not Limited To The Building Structure Capacity Shall Control.

Field Installed Cable Loop Shall Fit Tight To The Badger Seismic Hardware, Not Bulging Or Oversized. Live Length Of Cable Brace Member IsMeasured From Center To Center Of Badger Seismic Hardware Pivot Pins. Maximum 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 IsolationDevices, Cable Brace Member Slack Or Tautness Shall Be As Determined By The Vibration Isolation Engineer.


Badger Industries

(SSC)Seismic Hardware(No Substitution)

Badger Industries

(SSC-RF) with

(STW x/x) WasherSeismic Hardware(No Substitution).Fits (3/8"), (1/2"), (5/8")And (3/4") Conn., Sizes

(X1), (X2) And (X3)(TYP.) Both Cable EndConn., Per “SEBO”

Dead Cable

Mem

ber

Badger Industries

(SSC) withCable Loop

End ConnectionTo Pivot Pin.

(1) Spacer To BeInstalled Each Side

Of Cable Loop

LiveCable BraceMemberSize (7/32"),(1/4"), (5/16") Or(3/8") DiameterPer “SEBO”

CBM-HD

(X1)

(X2)

(X3)

Badger Industries

(SSC-RF) with

(STW x/x) WasherAnd Field InstalledCable Loop AroundPivot Pin. (1) SpacerTo Be Installed EachSide Of Cable Loop

~ BADGER INDUSTRIES ~Detail (CBM-HD)

45º to 60ºBrace Member

MaximumFp (LRFD)

Brace Angle From Vertical30º to 44º

Brace MemberMaximum

Fp (LRFD)

ANSI / FM 1950-2016

BraceAnglePer Chart

Listed Capacities Controlled By Weaker (SSC-RF) Component. 2,015 lbs.1,465 lbs.


MaximumFp (LRFD)

1,810 lbs.

~ BADGER INDUSTRIES ~Cable Brace Members - Heavy Duty


90º = Horiz.Brace Member

MaximumFp (LRFD)

1,725 lbs.

ForgedCable ClampsPer “SEBO”

End Conn., To StructureFits (/12") & (5/8") Dia.,Anchor Or Bolt Size Per“SEBO”, (TYP.)

ForgedCable ClampsPer “SEBO”,

(TYP.)


Vertical

FpPer Chart

Horizontal

Badger SSC

SSC-RFBadger

~ SEISMIC HARDWARE ~

SHVT-SPCA

[1] ANVIL Fig. 212 Fig. 212FP Size & Clamp Part Number

1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

3-1/2" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP

[3] [4] Steel Schedule(7 thru 80) Pipe

And RMC ConduitNominal Size

[1] BADGERINDUSTRIESSeismic HardwarePart Number

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

1,155 lbs.

1,215 lbs.

1,945 lbs.

4,405 lbs.

4,405 lbs.

3,635 lbs.

4,405 lbs.

4,405 lbs.

4,405 lbs.

5 in.

6 in.

8" Fig. 212FP

10" Fig. 212FP

12" Fig. 212FP

SBEMT

SBEMT

SBEMT

4,720 lbs.

4,630 lbs.

2,930 lbs.

8 in.

10 in.

12 in.

1" Fig. 212 SBEMT 925 lbs.

1-1/2 in.

2 in.

3 in.

4 in.

1-1/4 in.

2-1/2 in.

3-1/2 in.

1 in.

577 lbs.

607 lbs.

972 lbs.

2,202 lbs.

2,202 lbs.

1,817 lbs.

2,202 lbs.

2,202 lbs.

2,202 lbs.

2,360 lbs.

2,315 lbs.

1,465 lbs.

462 lbs.

816 lbs.

859 lbs.

1,375 lbs.

3,114 lbs.

3,114 lbs.

2,569 lbs.

3,114 lbs.

3,114 lbs.

3,114 lbs.

3,337 lbs.

3,273 lbs.

2,071 lbs.

653 lbs.

1,000 lbs.

1,052 lbs.

1,684 lbs.

3,814 lbs.

3,814 lbs.

3,147 lbs.

3,814 lbs.

3,814 lbs.

3,814 lbs.

4,087 lbs.

4,009 lbs.

2,537 lbs.

801 lbs.

1,155 lbs.

1,215 lbs.

1,945 lbs.

4,405 lbs.

4,405 lbs.

3,635 lbs.

4,405 lbs.

4,405 lbs.

4,405 lbs.

4,720 lbs.

4,630 lbs.

2,930 lbs.

925 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

Nut 1

~ BADGER INDUSTRIES ~Single Hanger Vertical & Transverse - Design Demand Capacity Limits


~ BADGER INDUSTRIES ~Detail (SHVT-SPCA) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

0º = Vert.Maximum

Fpv (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)

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 Badger 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.

FOR BRACING OFSTEEL PIPING ANDRMC CONDUIT:

[1] BADGERINDUSTRIES

(SBEMT)

[1] ANVIL Fig. 212Or ANVIL Fig. 212FPPer Chart

Ver

tical

Fp

BraceAnglePer Chart

Per Chart

Horizontal

FpvPer Chart

Vertical


SHVT-CIPA


2" Fig. 212

3" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP

8" Fig. 212FP

10" Fig. 212FP

12" Fig. 212FP


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

3,490 lbs.

3,020 lbs.

3,790 lbs.

3,870 lbs.

3,480 lbs.

2,615 lbs.

2,695 lbs.

2,105 lbs.

[7] No HubCast-Iron PipeNominal Size

4 in.

5 in.

6 in.

8 in.

10 in.

1-1/2" Fig. 212 SBEMT 2,210 lbs.1-1/2 in.

12 in.

1,745 lbs.

1,510 lbs.

1,895 lbs.

1,935 lbs.

1,740 lbs.

1,307 lbs.

1,347 lbs.

1,052 lbs.

1,105 lbs.

2,467 lbs.

2,135 lbs.

2,679 lbs.

2,736 lbs.

2,460 lbs.

1,848 lbs.

1,905 lbs.

1,488 lbs.

1,562 lbs.

2 in.

3 in.

3,022 lbs.

2,615 lbs.

3,282 lbs.

3,351 lbs.

3,013 lbs.

2,264 lbs.

2,333 lbs.

1,822 lbs.

1,913 lbs.

3,490 lbs.

3,020 lbs.

3,790 lbs.

3,870 lbs.

3,480 lbs.

2,615 lbs.

2,695 lbs.

2,105 lbs.

2,210 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.

Nut 2

Nut 1



~ BADGER INDUSTRIES ~Detail (SHVT-CIPA) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

0º = Vert.Maximum

Fpv (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)


For Sizes (1-1/2" and 2"):1.) Tighten Hex Nut 1, Until Clamp Ears Contact Badger 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.

FOR BRACING OFCAST-IRON PIPING:


(SBEMT)


Ver

tical

Fp

BraceAnglePer Chart

Per Chart

Horizontal

FpvPer Chart

Vertical


SHVT-COPA


1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

1,155 lbs.

1,215 lbs.

1,945 lbs.

1,195 lbs.

1,580 lbs.

Not Rated

1,330 lbs.

1,225 lbs.

1,100 lbs.

[8] Copper PipeType L Or Type K,

Annealed Or DrawnNominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

1" Fig. 212 SBEMT 925 lbs.1 in.

5 in.

6 in.

577 lbs.

607 lbs.

972 lbs.

597 lbs.

790 lbs.

Not Rated

665 lbs.

612 lbs.

550 lbs.

462 lbs.

816 lbs.

859 lbs.

1,375 lbs.

844 lbs.

1,117 lbs.

Not Rated

940 lbs.

866 lbs.

777 lbs.

653 lbs.

1-1/4 in.

1-1/2 in.

1,000 lbs.

1,052 lbs.

1,684 lbs.

1,034 lbs.

1,368 lbs.

Not Rated

1,151 lbs.

1,060 lbs.

952 lbs.

801 lbs.

1,155 lbs.

1,215 lbs.

1,945 lbs.

1,195 lbs.

1,580 lbs.

Not Rated

1,330 lbs.

1,225 lbs.

1,100 lbs.

925 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

Nut 1

[1] ANVIL (AS 3792)Cushion Strip Shall Be

Installed Between The CopperPipe And The Anvil Clamp.

Cushion Strip Joint Shall BeOffset (20º to 160º) From

(SBEMT). Cushion Strip ShallNot Overlap. Cushion Strip

Shall Maintain A Gap (< 1/4")



~ BADGER INDUSTRIES ~Detail (SHVT-COPA) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

0º = Vert.Maximum

Fpv (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)


For Sizes (1" thru 2"):1.) Tighten Hex Nut 1, Until Clamp Ears Contact Badger 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.

FOR BRACING OFCOPPER PIPING:



(SBEMT)

Cushion Strip JointExample. Offset Can

Be Orientated ClockwiseOr Counter Clockwise

From (SBEMT)

Ver

tical

Fp

BraceAnglePer Chart

Per Chart

Horizontal

FpvPer Chart

Vertical


SHVT-EMT5A


1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

3-1/2" Fig. 212

4" Fig. 212


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

1,155 lbs.

1,215 lbs.

1,945 lbs.

2,935 lbs.

3,765 lbs.

3,635 lbs.

2,225 lbs.

[5] SteelEMT ConduitNominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

1" Fig. 212 SBEMT 925 lbs.1 in.

577 lbs.

607 lbs.

972 lbs.

1,467 lbs.

1,882 lbs.

1,817 lbs.

1,112 lbs.

462 lbs.

816 lbs.

859 lbs.

1,375 lbs.

2,075 lbs.

2,661 lbs.

2,569 lbs.

1,573 lbs.

653 lbs.

1-1/4 in.

1-1/2 in.

1,000 lbs.

1,052 lbs.

1,684 lbs.

2,541 lbs.

3,260 lbs.

3,147 lbs.

1,926 lbs.

801 lbs.

1,155 lbs.

1,215 lbs.

1,945 lbs.

2,935 lbs.

3,765 lbs.

3,635 lbs.

2,225 lbs.

925 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

Nut 1

[6] SteelSchedule 5 Pipe

Nominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

N / A

N / A

N / A

1-1/4" Fig. 212 SBEMT 1,215 lbs. 607 lbs. 859 lbs. 1,052 lbs. 1,215 lbs.1-1/2 in. N / A



~ BADGER INDUSTRIES ~Detail (SHVT-EMT5A) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

0º = Vert.Maximum

Fpv (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)

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 Badger 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.

FOR BRACING OFEMT CONDUIT ANDSch. 5 STEEL PIPING:


(SBEMT)

[1] ANVIL Fig. 212Per Chart

Ver

tical

Fp

BraceAnglePer Chart

Per Chart

Horizontal

FpvPer Chart

Vertical


SHL-SPCA


1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

3-1/2" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP

[3] [4] Steel Schedule(7 thru 80) Pipe

And RMC ConduitNominal Size


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

5 in.

6 in.

8" Fig. 212FP

10" Fig. 212FP

12" Fig. 212FP

SBEMT

SBEMT

SBEMT

8 in.

10 in.

12 in.

1" Fig. 212 SBEMT

1-1/2 in.

2 in.

3 in.

4 in.

1-1/4 in.

2-1/2 in.

3-1/2 in.

1 in.Use Limited To Sch.,40 Or Thicker Steel

Pipe Or RMC Conduit

Not Rated

840 lbs.

1,795 lbs.

2,202 lbs.

2,202 lbs.

1,815 lbs.

1,917 lbs.

2,202 lbs.

2,202 lbs.

2,360 lbs.

2,315 lbs.

1,465 lbs.

577 lbs.

Not Rated

957 lbs.

1,795 lbs.

3,220 lbs.

3,110 lbs.

1,655 lbs.

1,910 lbs.

2,995 lbs.

3,220 lbs.

3,335 lbs.

2,120 lbs.

1,780 lbs.

549 lbs.

Not Rated

908 lbs.

1,844 lbs.

3,970 lbs.

3,320 lbs.

1,655 lbs.

1,510 lbs.

2,995 lbs.

3,815 lbs.

4,085 lbs.

2,120 lbs.

1,780 lbs.

396 lbs.

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

[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 2Nut 2

Nut 1

~ BADGER INDUSTRIES ~Single Hanger Longitudinal - Design Demand Capacity Limits


~ BADGER INDUSTRIES ~Detail (SHL-SPCA) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)


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.

FOR BRACING OFSTEEL PIPING ANDRMC CONDUIT:



(SBEMT)

[1] BADGERINDUSTRIES(SBEMT)

Ver

tical

Fp

BraceAnglePerChart

Per Chart

Horizontal



SHL-CIPA

Nut 2Nut 2

Nut 1


2" Fig. 212

3" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP

8" Fig. 212FP

10" Fig. 212FP

12" Fig. 212FP


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

[7] No HubCast-Iron PipeNominal Size

4 in.

5 in.

6 in.

8 in.

10 in.

1-1/2" Fig. 212 SBEMT 1-1/2 in.

12 in.

1,745 lbs.

1,510 lbs.

1,124 lbs.

1,932 lbs.

1,740 lbs.

1,307 lbs.

1,347 lbs.

1,052 lbs.

1,105 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.

1,339 lbs.

2 in.

3 in.

1,788 lbs.

1,918 lbs.

1,324 lbs.

1,647 lbs.

1,831 lbs.

1,593 lbs.

1,434 lbs.

1,420 lbs.

1,584 lbs.

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

[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.




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.

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.

FOR BRACING OFCAST-IRON PIPING:

~ BADGER INDUSTRIES ~Detail (SHL-CIPA) Anvil

45º to 60ºMaximum

Fp (LRFD)

30º to 44ºMaximum

Fp (LRFD)

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)

Brace Angle From Vertical[2] FM Global 1950-10 & 1950-13



(SBEMT)


Ver

tical

Fp

BraceAnglePerChart

Per Chart

Horizontal



SHL-COPA


1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

4" Fig. 212

5" Fig. 212FP

6" Fig. 212FP


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

[8] Copper PipeType L Or Type K,

Annealed Or DrawnNominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

1" Fig. 212 SBEMT 1 in.

5 in.

6 in.

Not Rated

Not Rated

222 lbs.

515 lbs.

844 lbs.

Not Rated

353 lbs.

1,258 lbs.

1,134 lbs.

Not Rated

Not Rated

Not Rated

90 lbs.

650 lbs.

775 lbs.

Not Rated

281 lbs.

982 lbs.

1,134 lbs.

Not Rated

1-1/4 in.

1-1/2 in.

Not Rated

Not Rated

90 lbs.

697 lbs.

700 lbs.

Not Rated

231 lbs.

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

[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.

[1] ANVIL (AS 3792)Cushion Strip Shall Be





Nut 2

Nut 1

[1] ANVIL (AS 3792)Cushion Strip Shall BeInstalled Between TheCopper Pipe And The

Anvil Clamp. CushionStrip Joint Shall Be

Offset (20º to 160º) From(SBEMT). Cushion Strip

Shall Not Overlap.Cushion Strip Shall

Maintain A Gap (< 1/4")



~ BADGER INDUSTRIES ~Detail (SHL-COPA) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)


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.

FOR BRACING OFCOPPER PIPING:



[1] ANVIL Fig. 212Or ANVIL Fig. 212FP

Per Chart


(SBEMT)

Cushion Strip JointExample. Offset Can

Be Orientated ClockwiseOr Counter Clockwise

From (SBEMT)

Ver

tical

Fp

BraceAnglePerChart

Per Chart

Horizontal


SHL-EMT5A

Nut 2Nut 2

Nut 1


1-1/4" Fig. 212

1-1/2" Fig. 212

2" Fig. 212

2-1/2" Fig. 212

3" Fig. 212

3-1/2" Fig. 212

4" Fig. 212


SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

SBEMT

[5] SteelEMT ConduitNominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

1" Fig. 212 SBEMT 1 in.

Not Rated

Not Rated

Not Rated

1,467 lbs.

1,882 lbs.

1,817 lbs.

1,112 lbs.

Not Rated

Not Rated

Not Rated

Not Rated

1,493 lbs.

2,230 lbs.

1,654 lbs.

1,269 lbs.

Not Rated

1-1/4 in.

1-1/2 in.

Not Rated

Not Rated

Not Rated

1,493 lbs.

2,361 lbs.

1,654 lbs.

1,303 lbs.

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

Not Rated

[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.

[6] SteelSchedule 5 Pipe

Nominal Size

2 in.

2-1/2 in.

3 in.

3-1/2 in.

4 in.

N / A

N / A

N / A

1-1/4" Fig. 212 SBEMT 1,227 lbs. 1,332 lbs. 1,376 lbs. Not Rated1-1/2 in. N / A



ANVIL Fig. 212 Assembly:Anvil International LLC referred to as ANVIL

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.

FOR BRACING OFEMT CONDUIT ANDSch. 5 STEEL PIPING:

~ BADGER INDUSTRIES ~Detail (SHL-EMT5A) Anvil

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

[2] FM Global 1950-10 & 1950-13

61º to 75ºMaximum

Fp (LRFD)

90ºMaximum

Fp (LRFD)

[1] ANVILFig. 212Per Chart


(SBEMT)


Ver

tical

Fp

BraceAnglePerChart

Per Chart

Horizontal

[1] ANVIL Fig. 212Per Chart

RIGID VERTICAL MEMBER

INSTALLATION DETAILS


RVM-1

Ver

tical

Mem

ber

Leng

th P

er C

hart

Badger Industries

(SBEMT)Seismic Hardware

(No Substitution)

Badger Industries

(SVC38),(SVC12),(SVC58),

Or (SVC78)Seismic Hardware

(No Substitution)Sized To Fit

Threaded StructureConnection

Per FM, (ASD) = (LRFD / 1.4). Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And ApplicationIncluding, 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 YieldStrength 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 OfConduit.

Vertical Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Vertical Member Ends Shall Be Installed Onto Slotted Ends Of The Badger SeismicHardware Per This Detail. Screws Connecting Vertical Member To The Badger Seismic Hardware Shall Be Installed Through Pilot Holes And Tightened Until Screw WasherHead Is Flat-To-Flat With Badger Seismic Hardware. Do Not Install Screws Into Conduit Weld Seam. Badger Seismic Hardware Depicted In-Line, Can Be Installed WithAn End-To-End, Upper Seismic Hardware To Lower Seismic Hardware Off-Set Of (90º) Or Less.


~ BADGER INDUSTRIES ~Rigid Vertical Member - 1


Patent Pending

ANVIL Fig. 212 OrANVIL Fig. 212FP

Vertical MemberShall Extend A Min.(3/8") Inch BeyondEnd Screw. (TYP.)Each End Conn.

Vertical MemberNumber Per “SEBO”.See Chart

(TYP.) (SVCxx)Inspection Hole.Minimum ThreadedMember EngagementRequires A MinimumOf One Thread ToBe Exposed In Hole

(3") Max., WithMin., Threaded Rod SizePer “SEBO”. See Chart

(2)-(1/4" x 1") InchBadger Industries

Provided HexWasher Head

Screws. Do NotInstall Screws

Into Conduit WeldSeam. (TYP.)

Each End Conn.

VerticalMemberPer Chart

VerticalMemberPer Chart

Various Seismic Vertical HangerTo Building Structure Connections Per “SEBO”

Fpc

FpT

Vertical MemberSteel ConduitNominal Sizes

VerticalMember

MaximumLength

~ BADGER INDUSTRIES ~Detail (RVM-1)

(3/4") EMT(1") EMT(1-1/4") EMT(1-1/2") EMT(2") EMT

6 ft. - 0 in.9 ft. - 7 in.

12 ft. - 9 in.14 ft. - 9 in.

18 ft. - 10 in.


4 ft. - 4 in.7 ft. - 3 in.

12 ft. - 0 in.14 ft. - 9 in.

18 ft. - 10 in.

VerticalMember

No.

[V-2]

[V-1]

(1") EMT(1-1/4") EMT(1-1/2") EMT(2") EMT

5 ft. - 4 in.9 ft. - 1 in.

11 ft. - 8 in.17 ft. - 2 in.

[V-3]

(1-1/4")EMT(1-1/2") EMT(2") EMT

7 ft. - 5 in.9 ft. - 6 in.

14 ft. - 2 in.

[V-4]

(1-1/4")EMT(1-1/2") EMT(2") EMT(2-1/2") EMT

6 ft. - 2 in.8 ft. - 1 in.

12 ft. - 2 in.20 ft. - 0 in.

[V-5]

(3/4") EMT(1") EMT(1-1/4") EMT(1-1/2") EMT

7 ft. - 5 in.9 ft. - 9 in.

12 ft. - 9 in.14 ft. - 9 in.

[V-0]

Maximum{Gravity (ASD)}Fpc (LRFD)[FpT (LRFD)]

(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.

[V-6]

[V-5] & [V-6] Require (5/8") Or (7/8") InchASTM A36 Or A307, Or Equal Threaded End Conn.

700 lbs.

440 lbs.

1,100 lbs.

1,500 lbs.

1,900 lbs.

305 lbs.

2,600 lbs.

[V-3] & [V-4] Require (1/2"), (5/8") Or (7/8") InchASTM A36 Or A307, Or Equal Threaded End Conn.

[990 lbs.]

[990 lbs.]

[1,705 lbs.]

[2,345 lbs.]

[990 lbs.]

[2,345 lbs.]

[V-0], [V-1] & [V-2] Require (3/8"), (1/2") Or (5/8") InchASTM A36 Or A307, Or Equal Threaded End Conn.

[1,485 lbs.]

{564 lbs.}

{564 lbs.}

{740 lbs.}

{850 lbs.}

{1,165 lbs.}

{564 lbs.}

{1,340 lbs.}

Clamp Conn.For Steel,Cast-Iron,Copper

Piping AndEMT Or Rigid

Conduit

ANSI / FM1950-2016


Weaker Components / Conditions Within Overall Design And Application Including, ButNot Limited To The Building Structure Capacity Shall Control. Conduit Shall Be SteelTubing Constructed To UL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of30,000 PSI. Conduit Shall Be Installed As A Straight, (1) Piece Continuous Member.A Minimum Of (2) Badger Industries (EMT-RSC) Rod Stiffener Clamps Required PerAssembly. Seismic Bracing Not Shown For Clarity.

(1") Schedule 5, Schedule 7 Or Schedule 40 Steel Pipe With An Equal Or Greater YieldStrength Can Be Used In Place Of Conduit, Provided Vertical Support Rod Size IsLimited To (3/8") or (1/2") Inch.

Application Specific Seismic Vertical Support Rod Length (Without) Rod Stiffener Per“SEBO”.

The FpT Tension Capacity Per “SEBO”.


Badger Industries

(EMT-RSC)Stiffener ClampsPer Chart, (TYP.)

Ver

tical

Mem

ber

Leng

th P

er C

hart

RVM-4

(3/8"), (1/2")Or (5/8") InchVertical RodPer “SEBO”And Chart

(1") EMT ConduitVertical Member

Sits On Top OfHex Nut

(6")Max.

(2")Max.

StiffenerVertical Member

Steel ConduitNominal Size

VerticalMember

MaximumLength


(1") EMT 9 ft. - 9 in.

(1") EMT 8 ft. - 0 in.

BadgerRigid

VerticalMember

No.

[V-2]

[V-1]

(1") EMT 6 ft. - 4 in.[V-3]

(1") EMT 5 ft. - 5 in.[V-4]

(3/8")Rod Dia.

(X)Maximum

13 in.

13 in.

(3/8") Dia.Rod Size

Not Usable

(1/2")Rod Dia.

(X)Maximum

18 in.

18 in.

18 in.

18 in.

With StiffenerMaximum

CompressionFpc (LRFD)

440 lbs.

700 lbs.

1,100 lbs.

1,500 lbs.

(5/8")Rod Dia.

(X)Maximum

23 in.

23 in.

23 in.

23 in.

(4")Max.

(2")Max.

~ BADGER INDUSTRIES ~[EMT-RSC] Patent Pending

BA

DG

T-RS

C

FpcPer Chart

MaximumLength(Without)StiffenerMemberPer “SEBO”,See Notice



Item Being Supported ByThreaded Rod. StrutTrapeze, HVAC Duct,

Equipment Or Other, Per“SEBO”

Tighten Torque-OffHex Nut Until HexHead Breaks Away.Gap Will Vary AndDeform Other ThanDepicted Due ToStiffener MemberAnd Vertical SupportRod Combinationsa4 - a4

Installed, ButNot Tightened

Gap


a4a4

(X)PerChart

(X)PerChart

BADGEREMT-RSC

BADGER EMT-RSC

(1")

EM

T

C

ondu

it


(1 And 2 Of 2)Badger (SHCA)ClampAssemblies(TYP.)

Strut VerticalMember WithBadger (SVSS)End Insert TightTo Top Of PipeOr Conduit

RVM-5

Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control. Vertical Member Shall BeInstalled 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 Vertical Support Rod Length(Without) Strut Vertical Member Per “SEBO”.


For Trapeze And Equipment Supports See Badger Detail(RVM-6) And (RVM-638).


(1/2"), (5/8"),(3/4"), (7/8")Or (1") InchVertical RodPer “SEBO”And Chart

Max.(2")

Max.(6")

Due To Slop BetweenTop Of Pipe Or ConduitAnd Underside OfHanger Cross Bolt, AStrut Vertical Member IsRequired At All SingleHanger Seismic VerticalLocations To ResistVertical Uplift Of ThePipe Or Conduit WithinThe Hanger AndBuckling Of The VerticalSupport Rod

Max.(1/4")Gap



~ BADGER INDUSTRIES ~[SHCA]

Patent Pending

Clamp Assembly

(12 Ga.)Strut Per

Detail AndChart

Tighten BothBreak-OffHex NutsEvenly UntilHex HeadBreaks Away

BadgerIndustriesU-PlateWith V-BoltAnd (2)Break-OffHex Nuts

(SVSS)AlignmentSpacer

Badger(SVSS)AlignmentSpacerInserted IntoCut End OfStrut For TopOf Pipe OrConduitPlacement

Vertical Member(12 ga.) Thick

Single Strut Size

(Z)Vertical MemberMaximum Length


(1-5/8"x1-5/8")

12 ft. - 10 in.Measured From

Underside Of StructureTo Top Of Pipe Or Conduit

With VerticalMember

MaximumCompressionFpc (LRFD)

1,500 lbs.

(12 ga. 1-5/8"x1-5/8")Single Strut VerticalMember Per “SEBO”.See (Z) Per Chart

MaximumLength

(Without)StiffenerMember

Per “SEBO”,See Notice

VerticalRod Size

BadgerRigid

VerticalMember

No.

[V-0]Thru

[V-4]

1/2 in.Thru1 in.

FpcPer

Chart

For (3/8") InchVertical RodSee BadgerDetail (RVM-538)

a5 - a5

b5 - b5


a5a5

Single Hanger Sized ToFit Pipe Per “SEBO”

b5(Z)

Per Chart

SVSS

SVSS



Strut VerticalMember WithBadger (SVSS)End Insert TightTo Top Of PipeOr Conduit

RVM-538

For (3/8") Inch Vertical Rod Size Torque Both Break-OffHex Nuts Evenly To (3 ft•lbs) / (36 in•lbs). Hex Nut HeadShould Not Be Broken Off, And (3/8") Vertical Rod ShouldNot Be Bent Or Deformed. See Detail (RVM-5) For LargerRod Sizes. The FpT Tension Capacity Per “SEBO”.

Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control. Vertical Member Shall BeInstalled As A Straight, (1) Piece Continuous Member.Seismic Bracing Not Shown For Clarity.


For Trapeze And Equipment Supports See Badger Detail(RVM-6) And Detail (RVM-638).


(3/8") InchVertical RodPer “SEBO”And Chart.For Larger RodSizes SeeBadger Detail(RVM-5)

Max.(2")

Max.(6")

Due To Slop BetweenTop Of Pipe Or ConduitAnd Underside OfHanger Cross Bolt, AStrut Vertical Member IsRequired At All SingleHanger Seismic VerticalLocations To ResistVertical Uplift Of ThePipe Or Conduit WithinThe Hanger AndBuckling Of The VerticalSupport Rod

Max.(1/4")Gap




Patent Pending

Clamp Assembly

(12 Ga.)Strut Per

Detail AndChart

Torque BothBreak-OffHex Nuts Evenly To (3 ft•lbs)Or (36 in•lbs). Hex Nut HeadShould Not Be Broken Off, And(3/8") Vertical Rod Should NotBe Bent Or Deformed


See NoticeFor TorqueTighteningRequirementOf Break-OffHex Nuts


Badger(SVSS)AlignmentSpacerInserted IntoCut End OfStrut For TopOf Pipe OrConduitPlacement

StiffenerVertical Member

(12 ga.) ThickSingle Strut Size



(1-5/8"x1-5/8")

12 ft. - 10 in.Measured From

Underside Of StructureTo Top Of Pipe Or Conduit

With VerticalMember


1,500 lbs.

(12 ga. 1-5/8"x1-5/8") Single StrutVertical Member Per “SEBO”. See(Z) Per Chart

VerticalRod Size

BadgerRigid

VerticalMember

No.

[V-0]Thru

[V-4]

3/8 in.See

Notice

Maximum Length(Without)

Stiffener MemberPer “SEBO”,

See Notice

For (1/2") Inch And LargerVertical RodSee BadgerDetail (RVM-5)

a538 - a538

b5 - b5


a538a538

Single Hanger Sized ToFit Pipe Per “SEBO”

b5(Z)

Per Chart

SVSS

SVSS



RVM-6

Strut VerticalMember TightTo Item BeingSupported ByThreaded Rod

Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control. Vertical Member Shall BeInstalled As A Straight, (1) Piece Continuous Member.Seismic Bracing Not Shown For Clarity. See Detail(RVM-638) For (3/8") Inch Rod Size.



For Single Hanger Piping Or Conduit Supports See BadgerDetail (RVM-5) And Detail (RVM-538).


Max.(2")

Max.(6")



FpcPer Chart

(1/2"), (5/8"),(3/4"), (7/8")Or (1") InchVertical RodPer “SEBO”And Chart

For (3/8") InchVertical RodSee BadgerDetail (RVM-638)


Patent Pending

Clamp Assembly



(12 Ga.)Strut Per

Detail AndChart

Tighten BothBreak-OffHex NutsEvenly UntilHex HeadBreaks Away



See Notice


Single Strut Size



(1-5/8"x1-5/8") 12 ft. - 10 in.

With VerticalMember


1,500 lbs.

VerticalRod Size

BadgerRigid

VerticalMember

No.

[V-0]Thru

[V-4]

1/2 in.Thru1 in.


Max.(1/4")Gap

Item Being Supported By ThreadedRod. Strut Trapeze, HVAC Duct,Equipment Or Other, Per “SEBO”

a6 - a6


a6a6(Z)

Per Chart

SVSS

SVSS



RVM-638

For (3/8") Inch Vertical Rod Size Torque Both Break-OffHex Nuts Evenly To (3 ft•lbs) / (36 in•lbs). Hex Nut HeadShould Not Be Broken Off, And (3/8") Vertical Rod ShouldNot Be Bent Or Deformed. See Detail (RVM-6) For LargerRod Sizes. The FpT Tension Capacity Per “SEBO”.

Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control. Vertical Member Shall BeInstalled As A Straight, (1) Piece Continuous Member.Seismic Bracing Not Shown For Clarity.


For Single Hanger Piping Or Conduit Supports See BadgerDetail (RVM-5) And Detail (RVM-538).


Strut VerticalMember TightTo Item BeingSupported ByThreaded Rod

Max.(2")

Max.(6")




Single Strut Size



(1-5/8"x1-5/8") 12 ft. - 10 in.

With VerticalMember


1,500 lbs.

VerticalRod Size

BadgerRigid

VerticalMember

No.

[V-0]Thru

[V-4]

FpcPer Chart

Max.(1/4")Gap

(3/8") InchVertical RodPer “SEBO”And Chart.For Larger RodSizes SeeBadger Detail(RVM-6)

For (1/2") InchAnd LargerVertical RodSee BadgerDetail (RVM-6)

(12 Ga.)Strut Per

Detail AndChart

Torque BothBreak-OffHex Nuts Evenly To (3 ft•lbs)Or (36 in•lbs). Hex Nut HeadShould Not Be Broken Off, And(3/8") Vertical Rod Should NotBe Bent Or Deformed



See Notice

3/8 in.See

Notice


Patent Pending

Clamp Assembly


See NoticeFor TorqueTighteningRequirementOf Break-OffHex Nuts



Item Being Supported By ThreadedRod. Strut Trapeze, HVAC Duct,Equipment Or Other, Per “SEBO”

a638 - a638


a638a638(Z)

Per Chart

SVSS

SVSS


RVM-7

Weaker Components / Conditions Within Overall Design And ApplicationIncluding, But Not Limited To The Building Structure Capacity Shall Control.Vertical Member Shall Be Installed As A Straight, (1) Piece Continuous

Member. A Minimum Of (2) Badger Industries (RS-1) Rod Stiffener BoltsRequired Per Assembly. Seismic Bracing Not Shown For Clarity.

Application Specific Seismic Vertical Support Rod Length (Without) RodStiffener Per “SEBO”.



(3/8"), (1/2"),(5/8") (3/4")Or (7/8") InchVertical RodPer “SEBO”And Chart

Strut StiffenerMember Sits OnTop Of Hex Nut

(4")Max.

(1")Min.

MaximumLengthWithStiffenerMember(9'-8"),SeeChart

Badger Industries(RS-1)

Rod StiffenerTighten UntilBolt HeadBreaks Off



Single StrutStiffener Member

(12 ga. 1-5/8"x1-5/8")Per “SEBO”

(X)PerChart

(X)PerChart

(4")Max.

(TYP.)Badger Industries

(RS-1)Rod Stiffener Bolt

MaximumLength

(Without)StiffenerMember

Per “SEBO”,See Notice

~ BADGER INDUSTRIES ~[RS-1]

Rod Stiffener Bolt

FpcPer Chart

VerticalRod Size


BadgerRigid

VerticalMember

No.

[V-6]

[V-5]

[V-6]

[V-6]

[V-3]

(X)Maximum

18 in.

23 in.

28 in.

33 in.

13 in.

With StiffenerMaximum

CompressionFpc (LRFD)

2,600 lbs.

2,600 lbs.

1/2 in.

5/8 in.

3/4 in.

7/8 in.

3/8 in.

2,600 lbs.

1,900 lbs.

1,100 lbs.

Trapeze, Equipment, OrOther Item Being Braced(Varies) Per “SEBO”


a7 - a7

a7a7


RVM-HD

Per FM, (ASD) = (LRFD / 1.4). Seismic Independent Lab Testing PerformedBy FM Global. Weaker Components / Conditions Within Overall Design AndApplication Including, But Not Limited To The Building Structure CapacityShall Control. (2") Inch EMT Conduit Shall Be Steel Tubing Constructed ToUL-797 Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI.

Vertical Member Shall Be Installed As A Straight, (1) Piece ContinuousMember. Vertical Member Ends Shall Be Installed Onto Slotted Ends Of TheBadger Seismic Hardware Per This Detail. Screws Connecting VerticalMember To The Badger Seismic Hardware Shall Be Installed Through PilotHoles And Tightened Until Screw Washer Head Is Flat-To-Flat With BadgerSeismic Hardware. Do Not Install Screws Into Conduit Weld Seam. BadgerSeismic Hardware Can Be Installed With Any End-To-End, Upper SeismicHardware To Lower Seismic Hardware Off-Set.


Badger Industries

(SSC-HD)Seismic Hardware

Is Badger (SSC) With

Double (SBEMT)Pivot Arms

(No Substitution)

Weld Conn., To BuildingStructure Per “SEBO”.(SSC-HD) Material:(0.185") Inch Thick, Min.(33,000 psi) Yield StrengthCarbon Steel, With ZincElectrogalvanized Plating

Ver

tical

Mem

ber

Leng

th P

er C

hart

1/4"

FillFlush

1/4"

1/4"

FillFlush

1/4"

Badger Industries


Is Badger (SSC)With Double

(SBEMT)Pivot Arms

(No Substitution)

Weld Conn., To PipeOr Item Being BracedPer “SEBO”.(SSC-HD) Material:(0.185") Inch Thick, Min.(33,000 psi) Yield StrengthCarbon Steel, With ZincElectrogalvanized Plating

~ BADGER INDUSTRIES ~Rigid Vertical Member - HD


Vertical MemberSteel ConduitNominal Sizes

VerticalMember

MaximumLength

~ BADGER INDUSTRIES ~Detail (RVM-HD)

VerticalMember

No.

(2") EMT 13 ft. - 10 in.[V-5] 1,900 lbs.

ANSI / FM1950-2016

[5,250 lbs.]

(2") EMT 11 ft. - 10 in.[V-6] 2,600 lbs.[5,250 lbs.]

(2") EMT 11 ft. - 3 in.[V-7] 2,900 lbs.[5,250 lbs.]

(2") EMT 10 ft. - 8 in.[V-8] 3,200 lbs.[5,250 lbs.]

(2") EMT 10 ft. - 0 in.[V-9] 3,600 lbs.[5,250 lbs.]

(2") EMT 15 ft. - 7 in.[V-4] 1,500 lbs.[5,250 lbs.]

Maximum{Gravity (ASD)}Fpc (LRFD)[FpT (LRFD)]

{3,000 lbs.}

{3,000 lbs.}

{3,000 lbs.}

{3,000 lbs.}

{3,000 lbs.}

{3,000 lbs.}

(2") EMT 8 ft. - 8 in.[V-10] 4,800 lbs.[5,250 lbs.]

{3,000 lbs.}

Vertical MemberNumber Per“SEBO”.

Vertical MemberShall Extend A Min.(3/8") Inch BeyondEnd Screw. (TYP.)Each End Conn.

Various Seismic Vertical Hanger To BuildingStructure With Connection Per “SEBO”

Fpc

FpT

Badger SSC

(4)-(1/4" x 1") InchHex Washer HeadScrews Provided

With SeismicHardware. Do NotInstall Screws Into

Conduit WeldSeam. (TYP.)All End Conn.

RIGID BRACING



Brace Mem

ber Length

Per Chart

Badger Industries


Pivot Arm (TYP.)(Substitution Per Notice)

RBM-1

Per FM, (ASD) = (LRFD / 1.4). Listed (LRFD) Values Controlled By Compression Capacity Of Brace Member. See Detail (SVC - SBEMT) For Individual Conduit Size TensionCapacity. Seismic Independent Lab Testing Performed By FM Global. Weaker Components / Conditions Within Overall Design And Application Including, But Not Limited To TheBuilding 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 OrSchedule 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 InstallScrews Into Conduit Weld Seam. (SBEMT) Seismic Hardware Depicted In-Line, Can Be Installed With An Upper Seismic Hardware To Lower Seismic Hardware Off-Set Of (90º)Or Less. One Or Both Of The Depicted (SBEMT) Seismic Hardware Pivot Arms Can Be Substituted With Badger Industries (SVC38), (SVC12) And/Or (SVC58) Seismic Hardware.


Badger Industries

(SBEMT)Seismic HardwarePivot Arm (TYP.)(Substitution Per Notice)

~ BADGER INDUSTRIES ~Rigid Brace Member - 1


Patent Pending

Brace MemberSteel ConduitNominal Sizes

BraceMember

MaximumLength

~ BADGER INDUSTRIES ~Detail (RBM-1)


6 ft. - 0 in.9 ft. - 7 in.

12 ft. - 9 in.14 ft. - 9 in.

18 ft. - 10 in.


4 ft. - 4 in.7 ft. - 3 in.

12 ft. - 0 in.14 ft. - 9 in.

18 ft. - 10 in.

BraceMember

No.

[B-2]

[B-1]

(3/4") EMT(1") EMT(1-1/4") EMT(1-1/2") EMT(2") EMT(2-1/2") EMT

2 ft. - 8 in.5 ft. - 4 in.9 ft. - 1 in.

11 ft. - 8 in.17 ft. - 2 in.20 ft. - 0 in.

[B-3]

(1") EMT(1-1/4") EMT(1-1/2") EMT(2") EMT(2-1/2") EMT

3 ft. - 11 in.7 ft. - 5 in.9 ft. - 6 in.

14 ft. - 2 in.20 ft. - 0 in.

[B-4]

(1-1/4") EMT(1-1/2") EMT(2") EMT(2-1/2") EMT

6 ft. - 2 in.8 ft. - 1 in.

12 ft. - 2 in.20 ft. - 0 in.

[B-5]

(3/4") EMT(1") EMT(1-1/4") EMT(1-1/2") EMT

7 ft. - 5 in.9 ft. - 9 in.

12 ft. - 9 in.14 ft. - 9 in.

[B-0]


MaximumFp (LRFD)

(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.

[B-6]

494 lbs.

311 lbs.

777 lbs.

1,060 lbs.

1,343 lbs.

216 lbs.

1,657 lbs.


MaximumFp (LRFD)

700 lbs.

440 lbs.

1,100 lbs.

1,500 lbs.

1,900 lbs.

305 lbs.

2,345 lbs.



MaximumFp (LRFD)

350 lbs.

220 lbs.

550 lbs.

750 lbs.

950 lbs.

152 lbs.

1,172 lbs.

ANSI / FM 1950-2016


MaximumFp (LRFD)

606 lbs.

381 lbs.

952 lbs.

1,299 lbs.

1,645 lbs.

264 lbs.

2,030 lbs.

Brace MemberShall Extend A Min.(3/8") Inch BeyondEnd Screw. (TYP.)Each End Conn.

BraceMemberPer “SEBO”.See Chart

Brace MemberPer Chart (TYP.)

(2)-(1/4" x 1")Inch HexWasherHead ScrewsProvided WithSeismic Hardware. Do Not InstallScrews IntoConduit WeldSeam. (TYP.)Each End Conn.

Vertical

Brace AnglePer “SEBO”.See Chart

FpPer Chart

Horizontal


Brace Mem

ber Length

Per Chart

Badger Industries

Double (SBEMT)Seismic HardwarePivot Arms (TYP.).

Note, Badger

(SSC) HardwareBase Not Shown

For Clarity.

RBM-HD

Badger Industries

(SSC-HD) Seismic Hardware

Is Badger (SSC) With Double

(SBEMT) Seismic HardwarePivot Arms (TYP.) (No Substitution)

(TYP.) EachEnd Connection

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. WeakerComponents / Conditions Within Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control. Conduit Shall Be Steel Tubing Constructed To UL-797Or ANSI C-80.3 With A Minimum Yield Strength Of 30,000 PSI.

Vertical Member Shall Be Installed As A Straight, (1) Piece Continuous Member. Vertical MemberEnds Shall Be Installed Onto Slotted Ends Of The Badger Seismic Hardware Per This Detail.Screws Connecting Brace Member To The Badger Seismic Hardware Shall Be Installed ThroughPilot Holes And Tightened Until Screw Washer Head Is Flat-To-Flat With Badger Seismic Hardware.Do Not Install Screws Into Conduit Weld Seam. Badger Seismic Hardware Depicted In-Line, CanBe Installed With Any End-To-End, Upper Seismic Hardware To Lower Seismic Hardware Off-Set.


N / C = Connection Of (2") EMT Conduit To SSC-HD Not Conducive To Referenced Angles.

~ BADGER INDUSTRIES ~Rigid Brace Member - Heavy Duty


Patent Pending

Brace MemberSteel ConduitNominal Size

BraceMember

MaximumLength

~ BADGER INDUSTRIES ~Detail (RBM-HD)

BraceMember

No.

[B-4]


MaximumFp (LRFD)

1,060 lbs.


MaximumFp (LRFD)

1,500 lbs.



MaximumFp (LRFD)

750 lbs.

ANSI / FM 1950-2016


MaximumFp (LRFD)

N / C(2") EMT 15 ft. - 7 in.

[B-5] 1,343 lbs. 1,900 lbs. 950 lbs. N / C(2") EMT 13 ft. - 10 in.

[B-6] 1,838 lbs. 2,600 lbs. 1,300 lbs. N / C(2") EMT 11 ft. - 10 in.






Brace MemberShall Extend A Min.(3/8") Inch BeyondEnd Screws. (TYP.)Each End Conn.

(2")RIGIDBraceMemberPer “SEBO”.See Chart

(2") RIGIDBrace MemberPer Chart (TYP.)

(2 Of 4)(1/4" x 1") InchHex WasherHead ScrewsProvided WithSeismic Hardware.Do Not InstallScrews IntoConduit WeldSeam. (TYP.)Each End Conn.

Vertical

Brace AnglePer “SEBO”.See Chart

FpPer Chart

Horizontal

Badger SSC


SHV-OS

Notice: “SEBO”™ Seismic Engineering By OthersSeismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of Vertical HangerShall Be Determined By SEBO.

For (3/8") Inch Vertical Support Rod Size See Badger Industries Details (RVM-538).

For (1/2") Inch And Larger Vertical Support Rod Sizes See Badger Industries Details (RVM-5).

One Badger Industries Seismic Kit Part # (SHCA) Includes All Components Required For DepictedAssembly Locations (1, 2 And 3 Of 3) Depicted Within This Detail.

For Copper Pipe Dissimilar Metals Contact Provide Project Specified Protective Barrier.

Strut Vertical Compression Member, Threaded Vertical Support Rod, Hanger, Anchorage To TheOverhead Structure, Pipe Or Conduit, Etc., By Others.(1 And 2 And 3 Of 3)

Badger Industries

(SHCA)Patent Pending

Seismic Hardware(No Substitution).

See Notice

EV-1 EV-2EV-2

EV-2EV-1

~ BADGER INDUSTRIES ~Single Hanger Vertical With Offset Strut Compression Assembly


Clevis Hanger,J-Hanger OrOther Hanger,Per “SEBO”

Various Seismic Vertical Hanger ToBuilding Structure Connections Per “SEBO”

Steel Pipe,Cast-Iron Pipe,Copper Pipe,

EMT, IMC & RMCConduit




SHV-A

Badger Industries

(SVCxx)Seismic Hardware

Per “SEBO”(No Substitution)

Badger Industries


(No Substitution)

Badger Industries


(No Substitution)

BadgerIndustries

(SBEMT)Seismic

Hardware

ANVIL (AS 3792)Cushion Strip Shall Be





Nut 1

Nut 2

Nut 1

Nut 2

Notice: “SEBO”™ Seismic Engineering By OthersFor Applicable Design Capacities Per Brace Angle And Pipe OrConduit Size, See The Following Details.

For Schedule 7 And Thicker Steel Pipe And RMC Conduit SeeDetail (SHVT-SPCA).

For Cast-Iron Pipe See Detail (SHVT-CIPA).

For Type L And Type K Annealed And Drawn Copper Pipe SeeDetail (SHVT-COPA).

For Schedule 5 Steel Pipe And EMT Conduit See Detail(SHVT-EMT5A).

~ BADGER INDUSTRIES ~Single Hanger Vertical Bracing


ANVIL Fig. 212 Or

ANVIL Fig. 212FP(No Substitution)

Cushion Strip JointExample. Offset CanOrientated ClockwiseOr Counter Clockwise

From (SBEMT)

ANVIL Fig. 212 Or



Copper Pipe

Steel Pipe,Cast-Iron Pipe,EMT Or RMC

Conduit

(1 Of 1)Rigid Vertical MemberPer “SEBO” AndDetail (RVM-1)

For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of Badger Industries(SBEMT) Seismic Hardware Shall Be Removed And Discarded To AllowFor Seismic Hardware 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").




SHV-HD

(SSC-HD) Material:(0.185") Inch Thick, Min.(33,000 psi) Yield StrengthCarbon Steel, With ZincElectrogalvanized Plating

Notice: “SEBO”™ Seismic Engineering By OthersSpecified Weld Is TYP., For All Badger Seismic Hardware Connections To Piping. WeldingShall Be In Compliance With Project Specifications And Latest AWS Standards.

Badger Industries


Is (SSC) With Double

(SBEMT) Pivot Arms(No Substitution), (TYP.)

All End Connections

Badger Industries




All End Connections

~ BADGER INDUSTRIES ~Single Hanger Vertical Bracing - Heavy Duty


(1 Of 1)Rigid Vertical MemberPer “SEBO” AndDetail (RVM-HD)

(2") EMT ConduitRigid VerticalMember Per

Detail (RVM-HD)

(2") EMT ConduitRigid Member(TYP.)


Steel Pipe

1/4"

1/4"FillFlush

Badger SSC

Badger SSC

1/4"

1/4"Fill

Flush


SHT-RH

Notice: “SEBO”™ Seismic Engineering By OthersSeismic 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 MayNeed To Be Increased To Allow For Installation Of Seismic Hardware. Tighten Hex Nut OnCross-Bolt Per SEBO Requirements.

Cross-Bolt Stiffener Not Depicted For Clarity. Need And Type Of Cross-Bolt Stiffener ShallBe As Determined By SEBO.

Badger Industries

(SSC-RF)Seismic HardwareSized To Fit (3/8"),(1/2"), (5/8") Or(3/4") Dia., ClevisHanger Cross-Bolt(No Substitution)Per “SEBO”

~ BADGER INDUSTRIES ~Single Hanger Transverse Bracing




Stiffener AssemblyPer “SEBO”. See

Detail (SHV-OS)

Clevis Hanger,Per “SEBO”, With(3/8"), (1/2"), (5/8")Or (3/4") InchDiameter Cross-Bolt

Mfg., Cross-BoltLength May NeedTo Be Increased ToAllow For Installation

Of (SSC-RF) SeismicHardware. Cross-BoltDepicted WithoutStiffener For Clarity,See Notice

EMT ConduitRigid BraceMember PerDetail (RBM-1)

Brace AnglePer “SEBO”

Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO”

(1 Of 1)Rigid BraceMemberPer “SEBO”

Various Seismic Brace To BuildingStructure Connections Per “SEBO”


regd

aB

FR-

CS

S

Ver

tical

Badger SSC




SHT-RH2




Badger Industries

(SSC-RF)Seismic HardwareSized To Fit (3/8"),(1/2"), (5/8") Or(3/4") Dia., ClevisHanger Cross-Bolt(No Substitution)Per “SEBO” (TYP.)






Detail (SHV-OS) Clevis Hanger,Per “SEBO”, With(3/8"), (1/2"), (5/8")Or (3/4") InchDiameterCross-Bolt


Of (SSC-RF) SeismicHardware. Cross-BoltDepicted WithoutStiffener For Clarity,See Notice

EMT ConduitRigid BraceMember PerDetail (RBM-1)(TYP.)

EMT ConduitRigid Brace

Member PerDetail (RBM-1)

(TYP.)

Brace AnglePer “SEBO”(TYP.)

Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO”(TYP.)

(1 Of 2)Rigid BraceMembersPer “SEBO”(2 Of 2)

Rigid BraceMembersPer “SEBO”



regd

aB

FR-

CS

S

Ver

tical

Badger SSC

regdaB

FR-

CS

S




SHT-RA

Badger Industries


(No Substitution)

Badger Industries


(No Substitution)

Nut 1

Nut 2

Nut 1

Nut 2

Notice: “SEBO”™ Seismic Engineering By OthersSeismic Capacity And Load Path Integrity Of Depicted Clevis, OrOther Type Of Vertical Hanger Shall Be Determined By SEBO.

For Applicable Design Capacities Per Brace Angle And Pipe OrConduit Size, See The Following Details.










ANVIL (AS 3792)Cushion Strip Shall Be










Detail (SHV-OS)


From (SBEMT)

ANVIL Fig. 212 Or


ANVIL Fig. 212 Or





Badger Industries





Copper Pipe


Conduit

Ver

tical

Badger SSC


SHT-RA2

Badger Industries


(No Substitution)(TYP.)

Badger Industries


(No Substitution)(TYP.)

Nut 1(TYP.)

Nut 2(TYP.)

Nut 1(TYP.)

Nut 2(TYP.)


As Depicted Transverse Brace Members Can Be Installed OnOpposite Sides Of The Pipe, Or Both Of The (2) RequiredTransverse Brace Members Can Be Installed On The Same SideOf The Pipe.











(TYP.) ANVIL (AS 3792)Cushion Strip Shall Be










Detail (SHV-OS)

Clevis Hanger,J-Hanger OrOther Hanger,Per “SEBO” (TYP.)


Cushion Strip JointExample. Offset CanOrientated ClockwiseOr Counter ClockwiseFrom (SBEMT) (TYP.)

ANVIL Fig. 212 Or

ANVIL Fig. 212FP(No Substitution) (TYP.)

ANVIL Fig. 212 Or






Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO” (TYP.)

(2 Of 2)Rigid BraceMembersPer “SEBO”(TYP.)

(1 Of 2)Rigid BraceMembersPer “SEBO”(TYP.)


Copper Pipe


Conduit

Ver

tical

Badger SSC


SHT-RW

(SSC) Material:(0.185") Inch Thick, Min.(33,000 psi) Yield StrengthCarbon Steel, With ZincElectrogalvanized Plating

Badger Industries

(SSC)Seismic Hardware(No Substitution).

Welded To Steel PipeAt Various Applicable

Brace Angles Per“SEBO”

Badger Industries


Notice: “SEBO”™ Seismic Engineering By OthersSeismic Capacity And Load Path Integrity Of Depicted Clevis, Or Other Type Of VerticalHanger Shall Be Determined By SEBO.

Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards.

1/4"

1/4"FillFlush

Weld Notice:Prior To Welding Of (SSC) to Pipe,Disassemble SBEMT Pivot Arm AndBoth Spacers From (SSC) To ProtectThem From Weld Heat. After WeldedConnection Has Cooled Reassemble(SSC) With A Spacer On Each SideOf SBEMT As Depicted.

~ BADGER INDUSTRIES ~Single Hanger Transverse Bracing - Welded





Detail (SHV-OS)



Badger Industries



(1 Of 1)Rigid BraceMembersPer “SEBO”



Ver

tical

Badger SSC

Steel Pipe Steel Pipe


SHT-RW2


Badger Industries



Specified Weld Is TYP., For All Badger Seismic Hardware Connections To Piping. WeldingShall Be In Compliance With Project Specifications And Latest AWS Standards.

1/4"

1/4"FillFlush


Badger Industries

(SSC)Seismic Hardware(No Substitution).


Brace Angles Per“SEBO” (TYP.)

1/4"

1/4"Fill

Flush

~ BADGER INDUSTRIES ~Single Hanger Transverse Bracing - Welded


(2 Of 2)Rigid Brace

MembersPer “SEBO”




Detail (SHV-OS)


EMT ConduitRigid BraceMember PerDetail (RBM-1)(TYP.)EMT Conduit

Rigid BraceMember PerDetail (RBM-1)(TYP.)

Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO”. (TYP.)All Braces

Brace AnglePer “SEBO”.(TYP.) All Braces

Brace Angle

Per “SEBO”


(1 Of 2)Rigid

BraceMembers

Per “SEBO”



Ver

tical

Badger SSC

Steel PipeSteel Pipe

Sei

smic

Transverse Brace

(2 Of 2)

Tran

sver

se B

race

(1 O

f 2)

Ver

tical




SHT-HD

Badger Industries



(SBEMT) Pivot Arms (No Substitution), (TYP.) All End Connections

Badger Industries



(SBEMT) Pivot Arms(No Substitution)


Brace Angles Per“SEBO”

Badger Industries



(SBEMT) Pivot Arms(No Substitution), (TYP.)All End Connections

Badger Industries




All End Connections

~ BADGER INDUSTRIES ~Single Hanger Transverse Bracing - Heavy Duty



(1 Of 1)Rigid Brace

Member Per“SEBO” And

Detail (RBM-HD)


Detail (RVM-HD)

(2") EMT ConduitRigid Brace MemberPer Detail (RBM-HD)(TYP.)




1/4"

1/4"FillFlush

Ver

tical

Badger SSC


1/4"

1/4"Fill

Flush




SHT-HD2

Badger Industries



(SBEMT) Pivot Arms(No Substitution)Welded To Steel Pipe AtVarious Applicable BraceAngles Per “SEBO” (TYP.)

1/4"

1/4"Fill

Flush

1/4"

1/4"Fill

Flush

(1 Of 2)Rigid Brace

Members Per“SEBO” And

Detail (RBM-HD)

Badger Industries



(SBEMT) Pivot Arms (No Substitution), (TYP.) All End Connections

Badger Industries




Badger Industries




All End Connections

~ BADGER INDUSTRIES ~Single Hanger Transverse Bracing - Heavy Duty



(2 Of 2)Rigid Brace

Members Per“SEBO” And

Detail (RBM-HD)


Detail (RVM-HD)

(2") EMT ConduitRigid BraceMember PerDetail (RBM-HD)(TYP.)

(2") EMT ConduitRigid BraceMember PerDetail (RBM-HD)(TYP.)

Brace AnglePer “SEBO”.(TYP.) All Braces

Brace Angle

Per “SEBO”




1/4"

1/4"FillFlush

Ver

tical

Badger SSC


Sei

smic

Transverse Brace

(1 Of 2)

Tran

sver

se B

race

(2 O

f 2)

Ver

tical


SHL-RA

Badger Industries

(SBEMT)Seismic Hardware(No Substitution)

Badger Industries

(SBEMT)Seismic Hardware(No Substitution)

ANVIL (AS 3792)Cushion Strip Shall

Be Installed BetweenThe Copper Pipe

And The Anvil Clamp. Cushion Strip Joint

Shall Be Offset(20º to 160º) From

(SBEMT). Offset CanBe Orientated

Clockwise Or CounterClockwise From

(SBEMT). CushionStrip Shall Not

Overlap. CushionStrip Shall Maintain A

Gap (< 1/4")Nut 1

Nut 2

Nut 1

Nut 2

For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of Badger Industries(SBEMT) Seismic Hardware Shall Be Removed And Discarded To Allow ForSeismic Hardware Fitment To (1/2") Clamp Bolt Size.




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.



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 SeeDetail (SHL-COPA).

For Sch 5 Steel Pipe And EMT Conduit See Detail (SHL-EMT5A).

~ BADGER INDUSTRIES ~Single Hanger Longitudinal Bracing


ANVIL Fig. 212 Or


ANVIL Fig. 212 Or

ANVIL Fig. 212FP(No Substitution)Clevis Hanger,

J-Hanger OrOther Hanger,Per “SEBO”


EMT ConduitRigid Brace MemberPer Detail (RBM-1)(TYP.)




Detail (SHV-OS)

Badger Industries






Max.,(x")Brace OffsetPer “SEBO”


Conduit

Copper PipeV

ertic

al

Badger SSC


Badger Industries

(SBEMT)Seismic Hardware(No Substitution) (TYP.)

Badger Industries

(SBEMT)Seismic Hardware(No Substitution) (TYP.)









Gap (< 1/4")(TYP.)Nut 1

(TYP.)

Nut 2(TYP.)

Nut 1(TYP.)

Nut 2(TYP.)





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.


As Depicted Longitudinal Brace Members Can Be Installed OnOpposite Sides Of The Seismic Vertical Hanger, Or Both Of The(2) Required Longitudinal Brace Members Can Be Installed OnThe Same Side Of The Seismic Vertical Hanger, Provided ThePlan View Orientation Of The Seismic Brace Members Is (180º)Degrees From Each Other.






SHL-RA2

(2 Of 2)Rigid Brace


~ BADGER INDUSTRIES ~Single Hanger Longitudinal - Double Arm Bracing


ANVIL Fig. 212 Or


ANVIL Fig. 212 Or


ANVIL Fig. 212 Or


Clevis Hanger,J-Hanger Or

Other Hanger,Per “SEBO”




Detail (SHV-OS) EMT Conduit RigidBrace Member PerDetail (RBM-1) (TYP.)

EMT ConduitRigid Brace MemberPer Detail (RBM-1)(TYP.)

Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO” (TYP.)


(1 Of 2)Rigid BraceMembersPer “SEBO”





Conduit

Copper PipeV

ertic

al

Badger SSC



SHL-RW

1/4"

1/4"FillFlush


Welding Shall Be In Compliance With Project Specifications And Latest AWS Standards.


Badger Industries

(SSC)Seismic Hardware(No Substitution),

(TYP.) All BraceEnd Conn.


~ BADGER INDUSTRIES ~Single Hanger Longitudinal Bracing - Welded


(1 Of 1) RigidBrace MemberPer “SEBO”

Badger SSC

EMTConduit

Rigid BraceMember Per

Detail (RBM-1)(TYP.)






Detail (SHV-OS)

Badger Industries





Max., Brace OffsetOf (x") InchesBetween SeismicBrace And SeismicVertical Per ”SEBO”

Ver

tical

Badger SSC

1/4"

1/4"FillFlush

Steel Pipe


SHL-RW2

Badger Industries

(SSC)Seismic Hardware(No Substitution),

(TYP.) All BraceEnd Conn.

1/4"

1/4"FillFlush



Specified Weld Is TYP., For All Badger Seismic Hardware Connections To Piping. WeldingShall Be In Compliance With Project Specifications And Latest AWS Standards.


1/4"

1/4"Fill

Flush

~ BADGER INDUSTRIES ~Single Hanger Longitudinal Bracing - Welded


(2 Of 2) RigidBrace MembersPer “SEBO”

(TYP.) (1 Of 2) RigidBrace Members Per“SEBO”. Second BraceNot Shown For Clarity

(1 Of 2) RigidBrace MembersPer “SEBO”

Badger SSC






Detail (SHV-OS)

EMTConduit

Rigid BraceMember Per

Detail (RBM-1)(TYP.)

Badger Industries

(SSC)Seismic Hardware(No Substitution)Per “SEBO”. (TYP.)

All Braces

Brace Angle Per“SEBO”. (TYP.)

All Braces

Brace Angle

Per “SEBO”





1/4"

1/4"FillFlush

Ver

tical

Badger SSC

Badger SSC

Sei

smic

Longitudinal Brace

(2 Of 2)

Long

itudin

al Bra

ce

(1 O

f 2)V

ertic

al

Badger SSC Badger SSC


Steel Pipe


SHL-HD

1/4"

1/4"FillFlush



1/4"

1/4"(TYP.) FillFlush

Badger Industries




All End Connections

Badger Industries




Badger Industries




All End Connections

~ BADGER INDUSTRIES ~Single Hanger Longitudinal Bracing - Heavy Duty


(1 Of 1)Rigid Brace MemberPer “SEBO” AndDetail (RBM-HD)


Badger SSC

Badger SSC



Detail (RVM-HD)


Brace Angle Per “SEBO”. (TYP.) For Heavy DutyLongitudinal BraceAssembly, Brace AngleShall Be Limited To(30º- 60º)




Ver

tical

Steel Pipe

Badger SSC

Badger SSC

1/4"

1/4"Fill

Flush


SHL-HD2

Badger Industries




All End Connections

1/4"

1/4"FillFlush


Badger Industries




1/4"

1/4"

Notice: “SEBO”™ Seismic Engineering By OthersSpecified Weld Is TYP., For All Badger Seismic HardwareConnections To Piping. Welding Shall Be In ComplianceWith Project Specifications And Latest AWS Standards.

Badger Industries




All End Connections

1/4"

1/4"(TYP.) FillFlush

~ BADGER INDUSTRIES ~Single Hanger Longitudinal Bracing - Heavy Duty


(1 Of 2)Rigid Brace MembersPer “SEBO” AndDetail (RBM-HD)

(2 Of 2)Rigid Brace MembersPer “SEBO” AndDetail (RBM-HD)


Badger SSC

Badger SSC

Badger SSC



Detail (RVM-HD)


Brace Angle Per “SEBO”.(TYP.) For All LongitudinalBrace Assembly, BraceAngle Shall Be LimitedTo (30º- 60º)

Brace Angle

Per “SEBO”




Ver

tical

Steel Pipe

Badger SSC

Badger SSC

Sei

smic

Longitudinal Brace

(2 Of 2)

Long

itudin

al Bra

ce

(1 O

f 2)V

ertic

al

Badger SSC Badger SSC Badger SSC



(TYP.) FillFlush


Minimum(2") Inches

Minimum(2") Inches

(12 ga.) StrutTrapeze MemberPer “SEBO”

Notice: “SEBO”™ Seismic Engineering By OthersTransverse Brace Can Be Orientated In Plan About TheSeismic Vertical Conn., 180 Degrees From That Depicted.Transverse Brace Can Be Located On Either Side Of TheTrapeze.

Badger Industries

(SSC-RF)Seismic Hardware(No Substitution)Per “SEBO”

For (3/8") Hex NutTorque To (19 ft.• lbs.)For (1/2") And Larger

Hex Nut Torque To(50 ft.• lbs.). (TYP.)

(2 Of 2)Seismic Vertical

Supports Per“SEBO”

(TYP.) SecurementOf Items To TrapezePer “SEBO”

(1 Of 2)Seismic VerticalSupports Per“SEBO”

(TYP.) Strut Nut WithSquare Strut WasherPer “SEBO”


(RS-1), (SHCA)Or (EMT-RSC)Rod StiffenerAssemblyPer “SEBO”

Badger Industries



(1 Of 1)EMT Conduit RigidTransverse BraceMember Per “SEBO”.See Detail (RBM-1)



Maximum (TSL) Trapeze Span Length Per “SEBO”

Ver

tical

Badger SSC

BadgerSSC-RF

T-T1

~ BADGER INDUSTRIES ~Trapeze - Transverse Brace



T-TL3

Minimum(2") Inches

Minimum(2") Inches


Notice: “SEBO”™ Seismic Engineering By OthersIndividual Braces Can Be Orientated In Plan About TheVertical Rod Conn., 180 Degrees From That Depicted.Transverse Brace Can Be Located On Either Side Of TheTrapeze Support.

The (2) Required Longitudinal Brace Badger SeismicHardware Connections To Structure Not Shown For Clarity.

Badger Industries

(SSC-RF)Seismic Hardware(No Substitution)Per “SEBO”. (TYP.)All Braces

~ BADGER INDUSTRIES ~Trapeze - Combination Transverse / Longitudinal Brace


(1 And 2 Of 2)EMT Conduit RigidLongitudinal BraceMembers Per “SEBO”.See Detail (RBM-1)


(TYP.) Strut Nut WithSquare Strut WasherPer “SEBO”

For (3/8") Hex NutTorque To (19 ft.• lbs.)For (1/2") And Larger

Hex Nut Torque To(50 ft.• lbs.). (TYP.)



(1 Of 2)Seismic VerticalSupports Per“SEBO” (TYP.)

Badger Industries

(RS-1), (SHCA)Or (EMT-RSC)Rod StiffenerAssemblyPer “SEBO” (1 Of 1)

EMT Conduit RigidTransverse BraceMember Per “SEBO”.See Detail (RBM-1)

Badger Industries


Brace AnglePer “SEBO”.

(TYP.) All Braces




Ver

tical

Badger SSC

BadgerSSC-RF


Notice: “SEBO”™ SeismicEngineering By OthersTransverse Brace Can BeOrientated In Plan About TheSeismic Vertical Conn., 180Degrees From That Depicted.Transverse Brace Can BeLocated On Either Side Of TheDuct.

Screws Used To Secure Strut ToTop Of Duct Shall Be InstalledThrough Strut Metal. Do NotInstall Screws Through StrutManufacturer Holes Or Slots.

(12 ga. 1-5/8"x1-5/8")Single Strut MemberPer “SEBO”

Minimum(2") Inches

(TYP.)(1/2" To 9/16")Diameter HoleFor VerticalConn., (1/2")Rod PassThrough

(TYP.)(1/2" To 9/16")Diameter HoleFor Vertical Conn.,(1/2") Rod PassThrough

Badger Industries


D-T1

(1/2") InchDiameter

ASTM A36Vertical Support

Rod With Or(Without) Rod

Stiffener Per“SEBO” (TYP.)

SMACNA Type Bottom Support MemberSized Per SMACNA Standards

(TYP.)Upper And

Lower SquareStrut WasherAnd Hex Nut




~ BADGER INDUSTRIES ~HVAC Duct - Transverse Brace


Seismic HardwareConn., To Strut

Member Hex NutsHand Tight Plus

(1/4) Turn, (TYP.)




Badger Industries





Screw NearestSide Of Duct Shall Be

Installed Within (1") InchOf Side Of Duct (TYP.)

HVAC DuctConstruction Per

SMACNAStandards

Min. (2")Inches

Max. (3") FromEdge Of Duct ToCenter SupportRod (TYP.) BothRods

(6 And 6 Of 12)#10 ITW BuildexTeks Screws (1" O.C.).(Ref. ICC-ESR-1976)

#10 ITW BuildexTeks Screws (1" O.C.).Off-Set Screws AcrossStrut Width (TYP.)

Plan ViewBracing Not Shown For Clarity

Ver

tical

Badger SSC

BadgerSSC-RF


Notice: “SEBO”™ SeismicEngineering By OthersIndiv idual Braces Can BeOrientated In Plan About TheVertical Rod Conn., 180 DegreesFrom That Depicted. TransverseBrace Can Be Located On EitherSide Of The Duct.


The (2) Required LongitudinalBrace Badger Seismic HardwareConnections To Structure NotShown For Clarity.


D-TL3

Minimum(2") Inches



Badger Industries


Badger Industries


(1/2") InchDiameter




~ BADGER INDUSTRIES ~HVAC Duct - Combination Transverse / Longitudinal Brace



(TYP.)Upper And

Lower SquareStrut WasherAnd Hex Nut







(1/4) Turn, (TYP.)



Badger Industries



(TYP.) All Braces







SMACNAStandards

Min. (2")Inches





Ver

tical

Badger SSC

BadgerSSC-RF


Min., (3/4")Inch (TYP.)

Min., (1") Inch.Max., (1-1/2") Inch(TYP.)

(1 And 2 Of 2) (T&B)Duct Band Halves. Min.,(3") Wide By Min., (8 Ga.) Thick,Min., (33 ksi) Steel Strip (TYP.)

(1") Inch.(TYP.) (T&B)Both Sides

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

(1 Of 2) Duct Band Halves.Min., (3") Wide By Min., (8 Ga.)Thick, Min., (33 ksi) Steel Strip(TYP.)



Notice: “SEBO”™ Seismic Engineering By OthersTransverse Brace Can Be Located On Either Side Of The Duct.

Badger Industries


RD-T1

(2) Screws, Side By Side.Evenly Spaced Across

Duct Band Width (TYP.)Screws Nearest Duct

Band Closures

(1") Inch Max.(TYP.)

(2) Screws,Side By Side.Evenly SpacedAcross Duct BandWidth (TYP.) ScrewsNearest DuctBand Closures


(TYP.) (1/2") Threaded Rod With Upper HexNut And Lower Hex Nut Torqued To (25 ft.• lbs.)




~ BADGER INDUSTRIES ~Round HVAC Duct - Transverse Brace(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)




Badger Industries






Ver

tical

Badger SSC

BadgerSSC-RF

CL

CL


Project Spec.

(TYP.)#10 ITWBuildex TeksScrews




Band Closures






Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)




Notice: “SEBO”™ Seismic Engineering By OthersTransverse Brace Can Be Located On Either Side Of The Round Duct. Individual Longitudinal Braces Can BeRotated In Plan About Their Vertical Rod Conn., 180 Degrees From That Depicted.

The (2) Required Longitudinal Brace Badger Seismic Hardware Connections To Structure Not Shown For Clarity.

RD-TL3

Badger Industries





~ BADGER INDUSTRIES ~Round HVAC Duct - Combination Transverse / Longitudinal Brace





(1 Of 2)Seismic VerticalSupports Per“SEBO” (TYP.)

Badger Industries


Badger Industries



(TYP.) All Braces




CL

CL


Project Spec.



Ver

tical

Badger SSC

BadgerSSC-RF


Notice: “SEBO”™ SeismicEngineering By OthersRigid Bracing Can Be Used On EquipmentThat Is Non Vibration Isolated AndEquipment That Is Internally VibrationIsolated Provided Bracing Does Not PreventOperation Of Vibration Isolation Devices.

Orientation Of Braces May Differ From ThatDepicted, See Badger Detail (ERBLP) ForEquipment Rigid Brace Layout PatternOptions Using (4) Rigid Brace Members.

The (4) Depicted Rigid Brace Members MayBe Increased To (8) Rigid Brace Members,Per “SEBO” Application Specific (8) RigidBrace Member Layout Pattern Design.

All Required Brace End To Structure Conn.,All Required Brace End To Item BeingBraced Conn., And All Required VerticalSupports Not Shown For Clarity.

Badger Industries


Badger Industries


E-R8E-R4

~ BADGER INDUSTRIES ~Non Vibration Isolated Or Internally Vibration Isolated

Equipment Combination Transverse / Longitudinal Brace(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

(3 Of 4) Or(3 Of 8) EMTConduit Rigid

Brace MembersPer “SEBO”.

See Detail(RBM-1)

(4 Of 4) Or (4 Of 8)EMT Conduit RigidBrace Members Per“SEBO”. See Detail(RBM-1)

(1 Of 4) Or (1 Of 8)EMT Conduit Rigid

Brace Members Per“SEBO”. See Detail

(RBM-1)

(2 Of 4) Or (2 Of 8)EMT Conduit RigidBrace Members Per“SEBO”. See Detail(RBM-1)

(2 Of 4 Or More)Seismic Vertical


(1 Of 4 Or More)Seismic VerticalSupports Per“SEBO”

Seismic HardwareConn., Hex NutMin., Hand TightPlus (1/4) Turn, OrAs Required ByEquipment MFG.(TYP.)



BadgerSSC-RF

Brace Angle Per“SEBO”. (TYP.)All Braces

Badger Industries




EquipmentConstructionAnd SeismicCertificationBy Others

(2 Of 4 Or More)Equipment SupportsAnd Threaded MemberSize And Installation PerEquipment Manufacturer.May Vary From ThatDepicted


Ver

tical

Badger SSC

BadgerSSC-RF


Notice: “SEBO”™ Seismic Engineering By OthersOne Or More Individual Rigid Brace Arms Depicted AsCan Be Rotated In Plan 180 Degrees About Its Depicted Point Of Connection ToEquipment.

At Least (3) Of The (4) Outer Most Vertical Support Rods Shall Be Used As SeismicBrace Connections To Equipment Unit.

ERBLP-2

6-PLBRE5-PLBRE

45 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

ERBLP-3

45 Deg.(TYP.)

90 Deg.(TYP.)

45 Deg.(TYP.)ERBLP-1

ERBLP

ERBLP-4

90 Deg.(TYP.)

90 Deg.(TYP.)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

~ BADGER INDUSTRIES ~Equipment Rigid Bracing Layout Pattern


SuspendedEquipment

Seismic Bracing

(Plan View)

45 Deg.(TYP.)

CABLE BRACING





Min. (3")





(X)PerChart

Live CableMember


Dead Cable

Mem

ber




Badger Industries








SWB-CBM








Cable BraceMember

MaximumLive Length


BraceMember

No.



Fp (LRFD)

159 lbs.



Fp (LRFD)

112 lbs.

(SCC-x)Cable Clamp

Size

SCC-1

(SCC-x)Installation

Torque

10 ft.• lbs.

(X)Maximum

1-1/2" Inch[C116-10]

BraceMember

No.

[C116-10]

ANSI / FM 1950-2016






Washer FaceHex Nut


10 Feet[C118-10] [C118-10]





BADGER INDUSTRIES

(SWB)Patent Pending

B1

307

Vertical

FpPer Chart

Horizontal

B.I.SCC-2A-307





Badger Industries


Badger Industries

(SSC-RF) with



Dead Cable

Mem

ber

Badger Industries




Of Cable Loop


CBM-HD

(X1)

(X2)

(X3)

Badger Industries

(SSC-RF) with




MaximumFp (LRFD)


Brace MemberMaximum

Fp (LRFD)

ANSI / FM 1950-2016

BraceAnglePer Chart



MaximumFp (LRFD)

1,810 lbs.




MaximumFp (LRFD)

1,725 lbs.




(TYP.)


Vertical

FpPer Chart

Horizontal

Badger SSC

SSC-RFBadger


SHV-OS






Strut Vertical Compression Member, Threaded Vertical Support Rod, Hanger, Anchorage To TheOverhead Structure, Pipe Or Conduit, Etc., By Others.(1 And 2 And 3 Of 3)

Badger Industries



See Notice

EV-1 EV-2EV-2

EV-2EV-1

~ BADGER INDUSTRIES ~Single Hanger Vertical With Offset Strut Compression Assembly









SHT-C


Depicted Badger Industries (SWB) Seismic Hardware Can Be Substituted With Other BadgerCable Bracing Seismic Hardware.



This Detail Is For Use With Cable Bracing Installed Taught To Remove Slack.

Badger Industries

(SWB) Patent PendingSeismic Hardware

Per “SEBO”. (TYP.)All Braces






Detail (SHV-OS) (2 Of 2)Badger IndustriesCable Brace MembersPer “SEBO”. SeeDetail (SWB-CBM)And Detail (CBM-HD)

(1 Of 2)Badger IndustriesCable Brace MembersPer “SEBO”. SeeDetail (SWB-CBM)And Detail (CBM-HD)

Clevis Hanger,Per “SEBO”

Mfg., Cross-BoltLength May NeedTo Be Increased ToAllow For InstallationOf Seismic Hardware.Cross-Bolt DepictedWithout Stiffener ForClarity, See Notice

BraceAngle Per

“SEBO”. (TYP.)All Braces

Badger Industries

(SWB)Patent PendingWith Badger StakeEye Cable BracePer “SEBO”. (TYP.)All Braces

BraceAngle Per“SEBO”. (TYP.)All Braces

Badger Industries

(SWB)Patent Pending

With Badger StakeEye Cable Brace





Ver

tical

Vertical

Badger Industries

(SCC-x)Cable ClampPer “SEBO”(TYP.) All Braces




SHT-CA

Nut 2

Nut 1

Nut 2

Nut 2 Nut 2

Nut 1

Nut 1For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of Badger Industries(SBEMT) Seismic Hardware Shall Be Removed And Discarded To AllowFor Seismic Hardware Fitment To (1/2") Clamp Bolt Size.




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.


Depicted Badger Industries (SWB) Seismic Hardware Can BeSubstituted With Other Badger Cable Bracing Seismic Hardware.

For Applicable Anvil Clamp Sizes (2-1/2" thru 12”) Use AMcMASTER CARR Spacer Part #92415A144 Or Equal.






This Detail Is For Use With Cable Bracing Installed Taught ToRemove Slack.

ANVIL (AS 3792)Cushion Strip Shall BeInstalled Between TheCopper Pipe And The

Anvil Clamp. CushionStrip Joint Shall BeOffset (20º to 160º)

From Cable. CushionStrip Shall Not Overlap.

Cushion Strip ShallMaintain A Gap (< 1/4")

(TYP.) Each Clamp

Nut 1

~ BADGER INDUSTRIES ~Single Hanger Transverse - Cable Bracing


(2 Of 2)Cable Brace


(1 Of 2)Cable BraceMembersPer “SEBO”.See Detail(SWB-CBM) AndDetail (CBM-HD)(TYP.)

(1 Of 2)Cable BraceMembersPer “SEBO”

(2 Of 2)Cable Brace


(TYP.)Cable Brace Member To

Structure Per “SEBO”.See Detail (SWB-CBM)

And Detail (CBM-HD)


From Cable, (TYP.)

(1 And 2 Of 2)

ANVIL Fig. 212 Or


(1 And 2 Of 2)

ANVIL Fig. 212 Or


(TYP.) Steel SpacerTo Be Installed On

(Nut 1) Clamp BoltsPrior To Tightening

Of (Nut 1) Clamp Bolt,See Notice







Detail (SHV-OS)

BraceAngle Per


Badger Industries




Copper Pipe


Conduit

B.I.SCC-2A-307

B.I.SCC-2

A-307

B.I.SCC-2A-307

B.I.SCC-2

A-307

Badger Industries

(SCC-x)Cable ClampPer “SEBO”(TYP.) AllBraces

Ver

tical


SHL-CA









Gap (< 1/4")Nut 1

Nut 2Nut 2






Nut 1









This Detail Is For Use With Cable Bracing Installed Taught ToRemove Slack.

~ BADGER INDUSTRIES ~Single Hanger Longitudinal - Cable Bracing


(2 Of 2)Cable

Brace MembersPer “SEBO”. See

Detail (SWB-CBM)And Detail (CBM-HD)

(TYP.)

(1 Of 2)Cable BraceMembersPer “SEBO”(TYP.)

(2 Of 2)Cable BraceMembersPer “SEBO”.See Detail(SWB-CBM)And Detail(CBM-HD)(TYP.)


(1 Of 2)Cable BraceMembers Per “SEBO”.See Detail (SWB-CBM) AndDetail (CBM-HD) (TYP.)


(SHCA)Patent pending


Detail (SHV-OS)

(1 And 2 Of 2)

ANVIL Fig. 212 Or


ANVIL Fig. 212 Or





BraceAngle Per


Badger Industries





Copper Pipe

Badger Industries



Conduit

Ver

tical

(x) (x)

T-C6

Minimum(2") Inches

Minimum(2") Inches


Badger Industries

(SWB) Patent PendingSeismic HardwarePer “SEBO”. (TYP.)All Braces

T-C4T-C2

Notice: “SEBO”™ Seismic Engineering By OthersAll Cables Shall Be Installed Taught To Remove Slack. Application Specific Orientation Of Braces ShallBe Per “SEBO”, See Badger Detail (TCBLP) For Trapeze Type Cable Brace Layout Pattern Options.

Depicted Badger Industries (SWB) Seismic Hardware Can Be Substituted With Other Badger CableBracing Seismic Hardware. All Required Brace End To Structure Conn., And All Required Brace EndTo Item Being Braced Conn., Not Shown For Clarity.

~ BADGER INDUSTRIES ~Trapeze - Cable Bracing



Strut Nut With Square StrutWasher Per “SEBO”. StrutWasher Required To ProvideBase For SBW Bracket, (TYP.)

(TYP.) For (3/8") Hex NutTorque To (19 ft.• lbs.)For (1/2") And Larger

Hex Nut Torque To(50 ft.• lbs.)






(1 Of 2), (1 Of 4)Or (1 Or 6)Badger IndustriesCable BraceMembers Per“SEBO”. See Detail(SWB-CBM) AndDetail (CBM-HD)(TYP.)

(2 Of 2), (2 Of 4)Or (2 Or 6)Badger IndustriesCable Brace MembersPer “SEBO”. See Detail(SWB-CBM) And Detail(CBM-HD) (TYP.)

BraceAngle Per


Badger Industries





Badger Industries


Ver

tical



90 Deg.(TYP.)

180 Deg.(TYP.)

135 Deg.(TYP.)

180 Deg.(TYP.)

90 Deg.(TYP.)

135 Deg.(TYP.)

270 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

180 Deg.(TYP.)

90 Deg.(TYP.)

135 Deg.(TYP.)

90 Deg.(TYP.) 45 Deg.

(TYP.)

TCBLP

~ BADGER INDUSTRIES ~Trapeze Cable Bracing Layout Pattern(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

Notice: “SEBO”™ Seismic Engineering By OthersApplication Specific Orientation Of Braces Shall Be Per “SEBO”.

(C2) - PLAN VIEW(2 Of 2) Transverse Braces Per “SEBO”

(C4) - PLAN VIEW(4 Of 4) Combination

Transverse / LongitudinalBraces Per “SEBO”











Notice: “SEBO”™ SeismicEngineering By OthersAll Cables Shall Be InstalledTaught To Remove Slack.Application Specific OrientationOf Braces Shall Be Per “SEBO”,See Badger Detail (TCBLP) ForTrapeze Type Cable Brace LayoutPattern Options.


Depicted Badger Industries(SWB) Seismic Hardware Can BeSubstituted With Other BadgerCable Bracing Seismic Hardware.All Required Brace End ToStructure Conn., And All RequiredBrace End To Item Being BracedConn., Not Shown For Clarity.


Minimum(2") Inches



D-C6D-C4D-C2

Badger Industries


~ BADGER INDUSTRIES ~HVAC Duct - Cable Bracing


(1/2") InchDiameter





(TYP.)Upper And

Lower ANVILSquare StrutWasher And

Hex Nut



(1/4) Turn, (TYP.)







Square Strut WasherRequired To ProvideBase For SBWBracket, (TYP.)


BraceAngle Per


Badger Industries







SMACNAStandards

Min. (2")Inches





Badger Industries


Ver

tical


Badger Industries


Notice: “SEBO”™ Seismic Engineering By OthersAll Cables Shall Be Installed Taught To Remove Slack. Application Specific Orientation Of Braces ShallBe Per “SEBO”, See Badger Detail (TCBLP) For Trapeze Type Cable Brace Layout Pattern Options.

Depicted Badger Industries (SWB) Seismic Hardware Can Be Substituted With Other Badger CableBracing Seismic Hardware. All Required Brace End To Structure Conn., And All Required Brace EndTo Item Being Braced Conn., Not Shown For Clarity.





Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)

Max. (12")(TYP.) (T&B)






Band Closures




RD-C6RD-C4RD-C2

~ BADGER INDUSTRIES ~Round HVAC Duct - Cable Bracing










BraceAngle Per


Badger Industries





CL

CL


Project Spec.


Badger Industries


Ver

tical


90 Deg.(TYP.)

180 Deg.(TYP.)

135 Deg.(TYP.)

180 Deg.(TYP.)

90 Deg.(TYP.)

135 Deg.(TYP.)

270 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

180 Deg.(TYP.)

90 Deg.(TYP.)

135 Deg.(TYP.)

90 Deg.(TYP.) 45 Deg.

(TYP.)

DCBLP

~ BADGER INDUSTRIES ~Duct Cable Bracing Layout Pattern


Notice: “SEBO”™ Seismic Engineering By OthersApplication Specific Orientation Of Braces Shall Be Per “SEBO”.














Notice: “SEBO”™ Seismic Engineering By OthersAll Cables Shall Be Installed Taught To Remove Slack. This Cable Bracing Can Be Used On Equipment That Is Non Vibration Isolated AndInternally 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,Per “SEBO”, See Badger Detail (ECBLP) For Equipment Cable Brace Layout Pattern Options.

Depicted Badger Industries (SWB) Seismic Hardware Can Be Substituted With Other Badger Cable Bracing Seismic Hardware. All RequiredBrace End To Structure Conn., All Required Brace End To Item Being Braced Conn., And All Required Vertical Supports Not Shown For Clarity.

Badger Industries



EC-4 EC-8

~ BADGER INDUSTRIES ~Non Vibration Isolated Or Internally Vibration Isolated

Equipment - Combination Transverse / Longitudinal Bracing(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)




Seismic HardwareConn., Hex NutWith Washer, Min.,Hand Tight Plus(1/4) Turn, Or AsRequired ByEquipment MFG.(TYP.)



(3 Of 4) Or(3 Of 8) Badger

IndustriesCable Brace

MembersPer “SEBO”.

See Detail(SWB-CBM)

And Detail(CBM-HD)

(2 Of 4) Or (2 Of 8)Badger Industries

Cable Brace MembersPer “SEBO”. See Detail(SWB-CBM) And Detail

(CBM-HD)

(1 Of 4)Or (1 Of 8)

BadgerIndustries

Cable BraceMembers

Per “SEBO”.See Detail

(SWB-CBM)And Detail(CBM-HD)

(4 Of 4) Or (4 Of 8)Badger IndustriesCable Brace MembersPer “SEBO”. See Detail(SWB-CBM) And Detail(CBM-HD)

BraceAngle Per


Badger Industries





(2 Of 4 Or More)Equipment SupportsAnd Threaded MemberSize And InstallationPer EquipmentManufacturer. MayVary From ThatDepicted

Badger Industries



Ver

tical


ECBLP-2

ECBLP-5

45 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

ECBLP-3

45 Deg.(TYP.)90 Deg.

(TYP.)

45 Deg.(TYP.)ECBLP-1

ECBLP

ECBLP-4

90 Deg.(TYP.)

Notice: “SEBO”™ Seismic Engineering By OthersDo Not Rotate Bracing From Orientation Options Shown.

Designs Approved For (4) Cable Braces Can Use Any Of The Depicted (4) Or (8) Cable BracePatterns For Field Condition Coordination.

Designs Approved For (4) Cable Braces Can Only Use (1) Of The (2) Depicted (8) Cable BracePatterns For Field Condition Coordination. See Details (ECBLP-4) And (ECBLP-5).

All (4) Vertical 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 EquipmentUnit.

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

~ BADGER INDUSTRIES ~Equipment Cable Bracing Layout Pattern


SuspendedEquipment

Seismic Bracing

(Plan View)

VIBRATION ISOLATION BRACING





Min. (3")





(X)PerChart

Live CableMember


Dead Cable

Mem

ber




Badger Industries








SWB-CBM








Cable BraceMember

MaximumLive Length


BraceMember

No.



Fp (LRFD)

159 lbs.



Fp (LRFD)

112 lbs.

(SCC-x)Cable Clamp

Size

SCC-1

(SCC-x)Installation

Torque

10 ft.• lbs.

(X)Maximum

1-1/2" Inch[C116-10]

BraceMember

No.

[C116-10]

ANSI / FM 1950-2016






Washer FaceHex Nut


10 Feet[C118-10] [C118-10]





BADGER INDUSTRIES

(SWB)Patent Pending

B1

307

Vertical

FpPer Chart

Horizontal

B.I.SCC-2A-307





Badger Industries


Badger Industries

(SSC-RF) with



Dead Cable

Mem

ber

Badger Industries




Of Cable Loop


CBM-HD

(X1)

(X2)

(X3)

Badger Industries

(SSC-RF) with




MaximumFp (LRFD)


Brace MemberMaximum

Fp (LRFD)

ANSI / FM 1950-2016

BraceAnglePer Chart



MaximumFp (LRFD)

1,810 lbs.




MaximumFp (LRFD)

1,725 lbs.




(TYP.)


Vertical

FpPer Chart

Horizontal

Badger SSC

SSC-RFBadger


SHV-VOS

(1 And 2 And 3 Of 3)Badger Industries



See Notice

EV-1 EV-2EV-2

EV-2EV-1






Strut Vertical Compression Member, Threaded Vertical Support Rod, Hanger, Anchorage To TheOverhead Structure, Pipe Or Conduit, Etc., By Others.

~ BADGER INDUSTRIES ~Vibration Isolated Spring Hanger Supported

Single Hanger Vertical With Offset Strut Compression Assembly(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

Design Of VibrationIsolation SpringHangers, Including ButNot Limited To OverTravel Limit Devices,Top Of (SHCA), Etc.,Per “SEBO”








SHT-V


Depicted Badger Industries (SWB) Seismic Hardware Can Be Substituted With Other BadgerCable Bracing Seismic Hardware.



This Detail Is For Use With Slack Cable Bracing To Allow For Operational Movement OfSpring Hanger Type Vertical Support. Proper Amount Of Cable Slack Shall Be DeterminedBy Vibration Isolation Design Engineering By Others.

Badger Industries


(No Substitution)Per “SEBO”. (TYP.)

All Braces

~ BADGER INDUSTRIES ~Vibration Isolated Spring Hanger Supported Single Hanger Transverse Bracing





Detail (SHV-OS)


Design Of VibrationIsolation SpringHangers, IncludingBut Not Limited ToOver Travel LimitDevices, Top Of(SHCA), Etc., Per“SEBO”


Clevis Hanger,Per “SEBO”


Of (SWB) SeismicHardware. Cross-BoltDepicted WithoutStiffener For Clarity,See Notice

BraceAngle Per


Badger Industries


BraceAngle Per“SEBO”. (TYP.)All Braces

Badger Industries

(SWB)Patent Pending

With Badger StakeEye Cable Brace





Ver

tical

Vertical

Badger Industries





SHT-VA

Nut 2

Nut 1

Nut 2

Nut 2 Nut 2

Nut 1

Nut 1 For Anvil Clamp Sizes (2") And Larger, Bushing In Hole Of Badger Industries(SBEMT) Seismic Hardware Shall Be Removed And Discarded To AllowFor Seismic Hardware Fitment To (1/2") Clamp Bolt Size.













This Detail Is For Use With Slack Cable Bracing To Allow ForOperational Movement Of Spring Hanger Type Vertical Support.Proper Amount Of Cable Slack Shall Be Determined By VibrationIsolation Design Engineering By Others.

ANVIL (AS 3792)Cushion Strip Shall BeInstalled Between TheCopper Pipe And The

Anvil Clamp. CushionStrip Joint Shall BeOffset (20º to 160º)

From Cable. CushionStrip Shall Not Overlap.

Cushion Strip ShallMaintain A Gap (< 1/4")

(TYP.) Each Clamp

Nut 1

~ BADGER INDUSTRIES ~Vibration Isolated Spring Hanger Supported Single Hanger Transverse Bracing


(2 Of 2)Cable Brace


(1 Of 2)Cable BraceMembersPer “SEBO”.See Detail(SWB-CBM) AndDetail (CBM-HD)(TYP.)

(1 Of 2)Cable BraceMembersPer “SEBO”

(2 Of 2)Cable Brace


Design Of VibrationIsolation SpringHangers, Including ButNot Limited To OverTravel Limit Devices,Top Of (SHCA), Etc.,Per “SEBO” (TYP.)

Cable Brace Member ToStructure Per “SEBO”.

See Detail (SWB-CBM)And Detail (CBM-HD)


From Cable, (TYP.)

(1 And 2 Of 2)

ANVIL Fig. 212 Or


(1 And 2 Of 2)

ANVIL Fig. 212 Or











Detail (SHV-OS)

BraceAngle Per


Badger Industries




Copper Pipe


Conduit

B.I.SCC-2A-307

B.I.SCC-2

A-307

B.I.SCC-2A-307

B.I.SCC-2

A-307

Badger Industries


Ver

tical










Gap (< 1/4")Nut 1

Nut 2Nut 2














This Detail Is For Use With Slack Cable Bracing To Allow ForOperational Movement Of Spring Hanger Type Vertical Support.Proper Amount Of Cable Slack Shall Be Determined By VibrationIsolation Design Engineering By Others.

Nut 1

SHL-VA

(2 Of 2)Cable

Brace MembersPer “SEBO”. See

Detail (SWB-CBM)And Detail (CBM-HD)

(TYP.)

(1 Of 2)Cable BraceMembersPer “SEBO”(TYP.)




Detail (SHV-OS)

Design Of VibrationIsolation SpringHangers, Including ButNot Limited To OverTravel Limit Devices,Top Of (SHCA), Etc.,Per “SEBO” (TYP.)

Cable BraceMember To Structure Per“SEBO”. See Detail (SWB-CBM)And Detail (CBM-HD)

~ BADGER INDUSTRIES ~Vibration Isolated Spring Hanger Supported Single Hanger Longitudinal Bracing




(1 Of 2)Cable BraceMembers Per “SEBO”.See Detail (SWB-CBM) AndDetail (CBM-HD) (TYP.)

(1 And 2 Of 2)

ANVIL Fig. 212 Or


ANVIL Fig. 212 Or





BraceAngle Per


Badger Industries





Copper Pipe

Badger Industries



ConduitV

ertic

al

(x) (x)


EV-4 EV-8

Notice: “SEBO”™ SeismicEngineering By OthersAll Cables Shall Be Installed Slack ToAllow Operational Movement Of SpringHangers. Proper Amount Of Slack ShallBe As Determined By Vibration IsolationDesign Engineer.

Orientation Of Braces May Differ FromThat Depicted. The (4) Depicted CableBrace Members May Be Increased To(8) Cable Brace Members, Per “SEBO”,See Badger Detail (ECBLP) ForEquipment Cable Brace Layout PatternOptions.

Depicted Badger Industries (SWB)Seismic Hardware Can Be SubstitutedWith Other Badger Cable BracingSeismic Hardware. All Required BraceEnd To Structure Conn., All RequiredBrace End To Item Being Braced Conn.,And All Required Vertical Supports WithVibration Isolation Spring Hangers NotShown For Clarity.

Badger Industries



~ BADGER INDUSTRIES ~Vibration Isolated Spring Hanger Supported Equipment

Combination Transverse / Longitudinal Bracing(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

Design Of Vibration Isolation Spring Hangers,Including But Not Limited To Over Travel LimitDevices, Etc., Per “SEBO”




Seismic HardwareConn., Hex NutMin., Hand TightPlus (1/4) Turn, OrAs Required ByEquipment MFG.(TYP.)



(3 Of 4) Or(3 Of 8) Badger

IndustriesCable Brace

MembersPer “SEBO”.

See Detail(SWB-CBM)

And Detail(CBM-HD)

(2 Of 4) Or (2 Of 8)Badger Industries

Cable Brace MembersPer “SEBO”. See Detail(SWB-CBM) And Detail

(CBM-HD)

(1 Of 4)Or (1 Of 8)

BadgerIndustries

Cable BraceMembers

Per “SEBO”.See Detail

(SWB-CBM)And Detail(CBM-HD)

(4 Of 4) Or (4 Of 8)Badger IndustriesCable Brace MembersPer “SEBO”. See Detail(SWB-CBM) And Detail(CBM-HD)

BraceAngle Per


Badger Industries





Ver

tical

Badger Industries

(SCC-1)Cable ClampSeismic Hardware.(TYP.) All Braces

(2 Of 4 Or More)Equipment SupportsAnd Threaded MemberSize And InstallationPer EquipmentManufacturer. MayVary From ThatDepicted



ECBLP-2

ECBLP-5

45 Deg.(TYP.)

90 Deg.(TYP.)

90 Deg.(TYP.)

ECBLP-3

45 Deg.(TYP.)90 Deg.

(TYP.)

45 Deg.(TYP.)ECBLP-1

ECBLP

ECBLP-4

90 Deg.(TYP.)

Notice: “SEBO”™ Seismic Engineering By OthersDo Not Rotate Bracing From Orientation Options Shown.

Designs Approved For (4) Cable Braces Can Use Any Of The Depicted (4) Or (8) Cable BracePatterns For Field Condition Coordination.

Designs Approved For (4) Cable Braces Can Only Use (1) Of The (2) Depicted (8) Cable BracePatterns For Field Condition Coordination. See Details (ECBLP-4) And (ECBLP-5).

All (4) Vertical 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 EquipmentUnit.

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

SuspendedEquipment

Seismic Bracing

(Plan View)

~ BADGER INDUSTRIES ~Equipment Cable Bracing Layout Pattern


SuspendedEquipment

Seismic Bracing

(Plan View)

SEISMIC VERTICAL CONN.,

TO STRUCTURE


Badger Industries[MDH3812]

Minimum ConcreteEdge Distance

Minimum Spacing BetweenMetal Deck Hangers

Badger Industries No-Drill™Part # [MDH3812]

Maximum Design DemandGravity And/Or SeismicFpT / FpC 454 lbs. (LRFD)

Minimum DistanceFrom Center Of Installed OrIn-Place Abandoned ConcreteAnchors Or Inserts

284 lbs. (ASD)

Threaded Rod Size (3/8") & (1/2")

4-1/2 in.

7-1/2 in.

1-1/4" in.

Minimum DistanceFrom Outside Edge Of AGrout Filled Hole

1" in.

~ BADGER INDUSTRIES ~Detail (MDH-VS1)

For ProperInstallationFlat SurfaceShall Face Down.Chisel Point EndOn Body Shall BeAligned With GrooveIn Metal Decking


(f’c Min = 3,000 psi)

Steel Decking:

VERCO - PLW3,VERCO - W3 FORMLOK™

VERCO - PLW2,VERCO - W2 FORMLOK™

Steel DeckGroove(TYP.)

Steel DeckGroove(TYP.)Steel Decking

Minimum 20 GA. For ProperInstallationFlat SurfaceShall Face Down

IBC, AISI, ASCE 7,CBC, OSHPD andNFPA CompliantSee NOTE This Chart.

BADGER INDUSTRIES

[MDH3812]No-Drill™

Metal Deck HangerPatent Pending

For Proper InstallationFlat Surface Shall Face Down

BADGER INDUSTRIES No-Drill™[MDH3812] Fits (3/8" & 1/2")

MDH-VS1

Notice:GENERAL USAGE: Project Specific / Application Specific Usage Design Demand Loads Shall Be Sealed And Signed Per Engineering By Others. Prior To InstallationObtain Approval From The Project Structural Engineer Of Record For Usage. Do Not Use On Non-Verco W3 Formlok Steel Decking. Grooves Shall Be Located OnAdjacent 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 DamagedSteel Decking Grooves, And Steel Decking Edges, Openings And Closures.

INSTALLATION: Prior To Placement Of The Badger [MDH], Clean The Steel Decking Grooves To Expose Plated Decking Metal. Accura tely Place Badger [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 BePerpendicular To The Length Of The Grooves In The Steel Decking. Next, While Holding [MDH] Body Chisel Point End Tight Into Steel Decking Groove With OneHand, 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 HoldingThe [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 FromThe Threaded Barrel Leaving The Lock Washer Compressed, The Hex Nut Loose On The Threaded Shaft And The [MDH] Wedged Between The Opposing Steel DeckGrooves. The Badger [MDH] Is Ready For Installation Of Threaded Rod Per This Detail. Usage Is Limited To (1) Vertical Threade d Rod Per Each Badger [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 ThreadedBarrel And Body. Check For Torque-Off Hex Nut Separation From Threaded Barrel. Check For Threaded Rod Exposed Through Top Of [MDH].

NOTE: NFPA-13 Single Hanger Pipe Size Usage For ASingle [MDH] Shall Be (2") Or Smaller. For NFPA-13 PipeSizes (4") Or Smaller See Detail (MDH-VS2). For NonNFPA-13 Single Hanger Pipes Or Conduits, Size Shall Be(3-1/2") Or Smaller With A Maximum Hanger Spacing Of(10') Feet. For Non Single Hanger Support Types AndTrade System Sizes Usage Shall Be Engineered ByOthers To Not Exceed Listed (ASD) Or (LRFD) Capacities.

SteelDeckingMinimum20 GA.

FpT / FpC

~ BADGER INDUSTRIES ~Metal Deck Hanger Gravity & Seismic - Vertical Support

(Elev. View) - (Not To Scale) - (Read MDH General Notice Prior To Usage)

Per Chart

BadgerTorque-OffHex Nut With Threaded Barrel

Lock Washer

Chisel PointEnd On Threaded Shaft

Shall Be Aligned WithGroove In Metal Decking

(TYP.) (1 And 2 Of 2)Through Holes For Threaded Rod.

Threaded Rod Shall Be Exposed AtTop. Top Of Threaded Rod Shall

Not Contact Metal Decking(1/2"-13)

ThreadedShaft With

Chisel PointEnd

[MDH3812]Body

(3/8"-16) Hole

(1/2"-13) Hole


MDH-VS2

Notice:GENERAL USAGE: Project Specific / Application Specific Usage Design Demand Loads Shall Be Sealed And Signed Per Engineering By Others. Prior To InstallationObtain Approval From The Project Structural Engineer Of Record For Usage. Do Not Use On Non-Verco W3 Formlok Steel Decking. Grooves Shall Be Located OnAdjacent 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 DamagedSteel Decking Grooves, And Steel Decking Edges, Openings And Closures.

INSTALLATION: Prior To Placement Of The Badger [MDH], Clean The Steel Decking Grooves To Expose Plated Decking Metal. Accurately Place Badger [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 BePerpendicular To The Length Of The Grooves In The Steel Decking. Next, While Holding [MDH] Body Chisel Point End Tight Into Steel Decking Groove With OneHand, 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 HoldingThe [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 FromThe Threaded Barrel Leaving The Lock Washer Compressed, The Hex Nut Loose On The Threaded Shaft And The [MDH] Wedged Between The Opposing Steel DeckGrooves. The Badger [MDH] Is Ready For Installation Of Threaded Rod Per This Detail. Usage Is Limited To (1) Vertical Threaded Rod Per Each Badger [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 ThreadedBarrel And Body. Check For Torque-Off Hex Nut Separation From Threaded Barrel. Check For Threaded Rod Exposed Through Top Of [MDH].

BADGER INDUSTRIES

[MDH1258] Or [MDH5834]No-Drill™

Metal Deck Hangers

Minimum ConcreteEdge Distance

Minimum Spacing BetweenMetal Deck Hangers

Badger Industries No-Drill™Part # [MDH1258]Part # [MDH5834]

Maximum Design DemandGravity And/Or SeismicFpT / FpC 920 lbs. (LRFD)

Minimum DistanceFrom Center Of Installed OrIn-Place Abandoned ConcreteAnchors Or Inserts

575 lbs. (ASD)

Threaded Rod Size (3/8"), (1/2"), (5/8"), (3/4")

4-1/2 in.

7-1/2 in.

1-1/4" in.

Minimum DistanceFrom Outside Edge Of AGrout Filled Hole

1" in.

For Proper InstallationFlat Surface Shall Face Down

For ProperInstallationFlat SurfaceShall Face Down.Chisel Point EndOn Body Shall BeAligned With GrooveIn Metal Decking

~ BADGER INDUSTRIES ~Detail (MDH-VS2)

IBC, AISI, ASCE 7,CBC, OSHPD andNFPA CompliantSee NOTE This Chart.

BADGER INDUSTRIES No-Drill™[MDH1258] Fits (1/2" & 5/8")[MDH5834] Fits (5/8" & 3/4")


(f’c Min = 3,000 psi)Steel Decking:VERCO - PLW3,VERCO - W3 FORMLOK™



Badger Industries[MDH1258]Or [MDH5834]

SteelDeckingMinimum20 GA.

For ProperInstallationFlat SurfaceShall Face Down

NOTE: NFPA-13 Single Hanger Pipe Size Usage For ASingle [MDH] Shall Be (4") Or Smaller. For NonNFPA-13 Single Hanger Pipes Or Conduits, Size ShallBe (8") Or Smaller With A Maximum Hanger Spacing Of(10') Feet. For Non Single Hanger Support Types AndTrade System Sizes Usage Shall Be Engineered ByOthers To Not Exceed Listed (ASD) Or (LRFD) Capacities.

Steel DeckingMinimum 20 GA.

~ BADGER INDUSTRIES ~Metal Deck Hanger Gravity & Seismic - Vertical Support

(Elev. View) - (Not To Scale) - (Read MDH General Notice Prior To Usage)

FpT / FpCPer Chart

(TYP.) (1 And 2 Of 2)Through Holes For Threaded Rod.

Threaded Rod Shall Be Exposed AtTop. Top Of Threaded Rod Shall

Not Contact Metal Decking

Chisel PointEnd On Threaded Shaft

Shall Be Aligned WithGroove In Metal Decking

(3/4"-10)Threaded

Shaft WithChisel Point

End

BadgerTorque-OffHex Nut With Threaded Barrel

Lock Washer [MDH1258]Or [MDH5834]Body

(3-3/8")(4-3/8")



[UCT]Min.(1-1/2")

(TYP.)LowerFlute

(1 Of 1) HiltiKwik Bolt TZAnchor Per Chart

Minimum20 GA. SteelDecking


(f’c Min = 3,000 psi)

Max.(3")

Min.(5/8")

[TC]

hhole

hnom

Type "W"Decking


(f’c Min = 3,000 psi)

[UCT]Min.(2-1/4")

(TYP.)LowerFlute



Max.(1-1/2")

Min.(5/8")

[TC] hholehnom

Type "B"Decking

Min. (4-1/2")

Max.(1")Offset

Min. (1-3/4")

Min.(3/4")

SVC13H

~ BADGER INDUSTRIES ~Detail (SVC13H)

ConcreteOver Metal

"W" Decking

Min. hhole Depth

ConcreteOver Metal"B" Decking

Min. Edge Distance

Min. Between AnchorSpacing

Min. Between AnchorSpacing AcrossLower Flutes

Anchor O.D. da

Hilti Kwik Bolt - TZCarbon Steel AnchorICC-ES (ESR-1917)

Min. [TC] Thickness

Min. hnom Embed.

Installation Torque

Anchor Length Notice:After Proper Installation And Tightening Of Anchor,A Minimum (3/4") Of And Inch Of Exposed ThreadsIs Required To Allow For Attachment Of Badger(SVC38) Seismic Hardware. Recommend Use Of(3/8x3-3/4) Hilti KB-TZ Anchor.

For ASCE 7-10, Fp (LRFD) Values, Multiply ListedValues By (0.80).

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti,ICC-ES Evaluation Report (ESR-1917), Project StructuralEngineer Of Record And Jurisdictional Requirements.FpT Values Account For Seismic And Cracked Concrete.Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Do Not Use Badger Industries (SVCxx) To Provide TorqueSetting Of Concrete Anchor.

Anchor Can Be Installed Between Metal Decking Flutes,Into [UCT] Upper Concrete Topping Provided [UCT] Is EqualTo, Or Greater Than Chart Listed Minimum [TC].

3/8 in.

2-5/8 in.

5 in.

6-3/4 in.

10 in.

3-1/4 in.

2-5/16 in.

25 ft.• lbs.

Includes (2.0)Omega PerASCE 7-16

3/8 in.

2-5/8 in.

5 in.

6 in.

4-1/2 in.

3-1/4 in.

2-5/16 in.

25 ft.• lbs.


~ BADGER INDUSTRIES ~Seismic Vertical Connection - 1 Anchor(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

SeismicVertical

MaximumFpT (LRFD)

355 lbs. 403 lbs.

Badger Industries

(SVC38)Patent PendingSeismic HardwarePer “SEBO”

ThreadEngagementInspection Hole.Minimum OneThread Must BeExposed AtInspection Hole

FpT / FpC

EMT ConduitRigid VerticalMember Per“SEBO”. SeeDetail (RVM-1)Per Chart

FpT / FpC

ASTM A563 CouplerNut, One End Sized ToFit Anchor, One EndSized To Fit ASTM A36Vertical Support Rod.Coupler Nut ThreadEngagement Shall BeMinimum (1 Times)Diameter Of TheApplicable ThreadedMember

Per Chart

Badger Industries



FpT / FpC


FpT / FpC


Per Chart


[UCT]Min.(1-1/2")

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Max.(3")

Min.(5/8")

[TC]

hhole

hnom

Type "W"Decking


(f’c Min = 3,000 psi)

[UCT]Min.(2-1/4")

(TYP.)LowerFlute



Max.(1-1/2")

Min.(5/8")

[TC] hholehnom

Type "B"Decking

Min. (4-1/2")

Max.(1")Offset

Min. (1-3/4")

Min.(3/4")

SVC14H

Badger Industries



Badger Industries




ConcreteOver Metal

"W" Decking

1/2 in.

Min. hhole Depth


Min. Edge Distance



4 in.

7-1/2 in.

9-3/4 in.

10 in.

Anchor O.D. da


4-5/8 in.Min. [TC] Thickness

Min. hnom Embed. 3-5/8 in.

Installation Torque 40 ft.• lbs.

Anchor Length Notice:After Proper Installation And Tightening Of Anchor,A Minimum (3/4") Of And Inch Of Exposed ThreadsIs Required To Allow For Attachment Of Badger(SVC12) Seismic Hardware. Recommend Use Of(1/2x5-1/2) Hilti KB-TZ Anchor.



1/2 in.

4 in.

7-1/2 in.

9-3/4 in.

4-1/2 in.

4-5/8 in.

3-5/8 in.

40 ft.• lbs.


Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti,ICC-ES Evaluation Report (ESR-1917), Project StructuralEngineer Of Record And Jurisdictional Requirements.FpT Values Account For Seismic And Cracked Concrete.Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Do Not Use Badger Industries (SVCxx) To Provide TorqueSetting Of Concrete Anchor.



FpT / FpC

FpT / FpC

SeismicVertical

MaximumFpT (LRFD)

637 lbs. 732 lbs.

EMT ConduitRigid VerticalMember Per“SEBO”. SeeDetail (RVM-1)


Per Chart

Per ChartFpT / FpC


Per Chart

FpT / FpC


Per Chart


(TYP.)LowerFlute

Install Hilti Kwik Bolt TZ AnchorsPer Detail (SVC14H)


(f’c Min = 3,000 psi)

Min.(5/8")

(TYP.)

hhole

hnom

Type"W2" Or "W3"Decking PerApplicable

Detail (SVC14H)

(TYP.) Min. (2")

Can BeLocatedAnywhereBetweenAnchors

(12 ga. 1-5/8"x1-5/8")Single Strut Member. See Anvil(AS 200EH), (AS 200H), (AS 200H3),(AS 200S) And (AS 200KO)

(12") Maximum Spacing Between Anchors

SVC-FSA

Min.(5/8")

(TYP.)

hhole

hnom

Badger Industries

(SVCx)Patent PendingSeismic HardwarePer “SEBO”

Anchor Length Notice:Recommend Use Of (1/2x7) Hilti KB-TZ Anchor.

Notice: “SEBO”™ Seismic Engineering By OthersThis Detail Is To Be Used As A Flute Span Double Anchor Assembly Option To Compliment Badger Single Anchor Detail (SVC14H).

The Installation, Testing And Inspection Requirements Of The Drill-In Anchors Shall Be That Identified Within Badger Detail (SVC14H).

The Design Capacity Of This Detail Shall Be That Identified Within Badger Single Anchor Detail (SVC14H), Thus The Vertical Support Connection To Strut Span MemberCan Be Located Anywhere Between The Double Anchors. The Design Capacity Of Badger Detail (SVC14H) Is Greater Than The Design Capacity Of Badger Detail(SVC13H), Thus This Detail Can Be Used As A Flute Span Assembly For Badger Detail (SVC13H). Do Not Use This Detail For Badger Detail SVC15H) Design DemandApplications.

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.

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Flute Span Assembly Double Anchors


FpT / FpC

(TYP.) Anchor With AnchorRound Washer And HexNut Shall Be Installed And (Torque Set),Secured To The Underside Of ConcreteFilled Metal Decking Prior To InstallationOf Strut Span Member. For Installation OfStrut Span Member, Install A Square StrutWasher Between Anchor Torque Set HexNut And Back Of Strut Span MemberAnchor Threads Shall Pass Through StrutSpan Member. Secure Strut Span MemberTo Anchor Using Another Square StrutWasher And Hex Nut Sized To Fit AnchorThreads. Torqued This Outer Most Hex NutTo (25 ft.• lbs.)

(TYP.) Install Anchor WithAnchor Round Washer AndAnchor Hex Nut Into UndersideOf Concrete Filled Metal DeckingPrior To Installation Of Strut SpanMember. Torque Set AnchorPrior To Installation Of Strut SpanMember

(TYP.) Square StrutWasher Strut Span Member,Another Strut Washer AndHex Nut Sized To Fit AnchorThreads To Be Installed AfterAnchor Has Been ProperlyInstalled And Torque Set

Hex Nut, Square StrutWasher And Strut NutSized To Fit ASTM A36Vertical Support Rod


FpT / FpC



[UCT]Min.(1-1/2")

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Max.(3")

Min.(5/8")

[TC]

hhole

hnom

Type "W"Decking

Min. (4-1/2")

Max.(1")Offset

Badger Industries



SVC15H

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, 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 TheBuilding Structure Capacity Shall Control.

Do Not Use Badger Industries (SVCxx) To Provide Torque Setting Of ConcreteAnchor.

Anchor Can Be Installed Between Metal Decking Flutes, Into [UCT] Upper ConcreteTopping Provided [UCT] Is Equal To, Or Greater Than Chart Listed Minimum [TC].


ConcreteOver Metal

"W" Decking

5/8 in.

Min. hhole Depth


Min. Edge Distance



4-3/4 in.

8-3/4 in.

12 in.

10 in.

Anchor O.D. da





Anchor Length Notice:After Proper Installation And Tightening Of Anchor,A Minimum (3/4") Of And Inch Of Exposed ThreadsIs Required To Allow For Attachment Of Badger(SVC58) Seismic Hardware. Recommend Use Of(5/8x6) Hilti KB-TZ Anchor.


For ASCE 7-10, Fp (LRFD) Value, Multiply ListedValue By (0.80).

FpT / FpC


SeismicVertical

MaximumFpT (LRFD)

1,131 lbs.


FpT / FpC


Per Chart

Not

App

licab

le


SVC13HCS

hhol

e

hnom

Normal Weight Concrete(f’c Min = 3,000 psi)

Min.(4")

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti, ICC-ESEvaluation Report (ESR-1917), Project Structural Engineer OfRecord And Jurisdictional Requirements. FpT Values Account ForSeismic And Cracked Concrete. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not LimitedTo The Building Structure Capacity Shall Control.

Do Not Use Badger Industries (SVCxx) To Provide Torque SettingOf Concrete Anchor.

Min.(5/8")

~ BADGER INDUSTRIES ~Detail (SVC13HCS)

ConcreteSlab

3/8 in.

Min. hhole Depth

Min. Edge Distance


2-5/8 in.

4-3/8 in.

5 in.

Anchor O.D. da


4 in.Min. [TC] Thickness



Anchor Length Notice:After Proper Instal lat ion AndTightening Of Anchor, A Minimum(3/4") Of And Inch Of ExposedThreads Is Required To Allow ForAttachment Of Badger (SVC38)Seismic Hardware. RecommendUse Of (3/8x5) Hilti KB-TZ Anchor.


For ASCE 7-10, FpT (LRFD) Values,Multiply Listed Value By (0.80).

Badger Industries




SeismicVertical

MaximumFpT (LRFD)

600 lbs.

FpT / FpC


FpT / FpC


Per Chart


SVC14HCS

hhol

e

hnom


Min.(4")



Min.(5/8")

Badger Industries



~ BADGER INDUSTRIES ~Detail (SVC14HCS)

ConcreteSlab

1/2 in.

Min. hhole Depth

Min. Edge Distance


4 in.

7-1/2 in.

9-3/4 in.

Anchor O.D. da





Anchor Length Notice:After Proper Instal lat ion AndTightening Of Anchor, A Minimum(3/4") Of And Inch Of ExposedThreads Is Required To Allow ForAttachment Of Badger (SVC12)Seismic Hardware. RecommendUse Of (1/2x5-1/2) Hilti KB-TZAnchor.




FpT / FpC

SeismicVertical

MaximumFpT (LRFD)

1,295 lbs.


FpT / FpC


Per Chart


SVC15HCS

hhol

e

hnom


Min.(4")



Min.(5/8")

Badger Industries



~ NUSIG ~Detail (SVC15HCS)

ConcreteSlab

5/8 in.

Min. hhole Depth

Min. Edge Distance


4-3/4 in.

8-3/4 in.

12 in.

Anchor O.D. da





Anchor Length Notice:After Proper Instal lat ion AndTightening Of Anchor, A Minimum(3/4") Of And Inch Of ExposedThreads Is Required To Allow ForAttachment Of Badger (SVC58)Seismic Hardware. RecommendUse Of (5/8x6) Hilti KB-TZ Anchor.




FpT / FpC

SeismicVertical

MaximumFpT (LRFD)

1,795 lbs.


FpT / FpC


Per Chart


Beam Clamp BoltShall Be In Full ContactWith Underside OfBeam Flange Steel,(TYP.)

(TYP.) (1 Of 1)Badger Industries

(SBC158)Patent PendingBeam Clamp. SeeThick Flange Notice(No Substitution)

Notice:Listed Capacities Based On Testing And EngineeredAnalysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use On BeamsWith "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But NotLimited To The Building Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight AgainstBeam Flange And Torque-Off Head Of Bolt Breaks Away.

Min. (0.1875")Max. (1.260")Beam Flange Thickness.See Thick Flange Notice

Thick Flange Notice:Use Badger Industries (SBC158L-C) Beam ClampFor Flange Thickness (1.300") Inch, To A MaximumThickness Of (3.00") Inch.

SVC51

Compliant Per 2016 NFPA-13, Paragraph 9.1.1.2 For Single HangerPiping 8" And Smaller

FpT / FpC

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Single Beam Clamp Attachment

(Elev. View) - (Not To Scale) - (Read SBC General Notice Prior To Use)

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51)

SBC158

VerticalSupportRod Size

3/8"

1/2"

5/8"

1,350 lbs.

1,350 lbs.

ANSI / FM 1950-2016

SBC158

SBC158

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

3,531 lbs.

ANSI / MSSSP-58

MaximumAllowableTension

GRAVITY

3/4" 1,350 lbs.SBC158

Torque-OffBadger IndustriesBeam Clamp BoltPrior To InstallationOf Vertical SupportRod, (TYP.)

ASTM A563 Coupler Nut,One End Sized To Fit (1/2-13)

Beam Clamp Bolt, And OneEnd Sized To Fit Vertical

Support Rod. Coupler NutThread Engagement Onto

Torque-Off Bolt Threads ShallBe Minimum (1/2") Inch.

Coupler Nut Shall Not ContactUnderside Of Beam Clamp

ASTM A36Or Better

Vertical SupportRod Per Chart,

(TYP.)

Per Chart

BadgerSBC158

"W", "M", "HP" &"L" Section SteelBeams And Joists

By Others


Min. (0.1875")Max. (1.260")Beam Flange

Thickness. SeeThick Flange

Notice

Vertical Support Rod Placement Off-Set AtEdge Of Beam Flange Allows For Full

Beam Depth Vertical Adjustment, (TYP.)

Beam Clamp BoltShall Be In Full ContactWith Underside OfBeam Flange Steel,(TYP.)





Notice:Listed Capacities Based On Testing And Engineered Analysis. Testing WasPerformed (Without) Restraining Strap. Beam Clamp Was Not Tested ForUse On Beams With "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. TightenBeam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head OfBolt Breaks Away.


SVC51-EF


FpT / FpC

FpT / FpC



BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51-EF)

SBC158


3/8"

1/2"

5/8"

1,350 lbs.

2,160 lbs.

ANSI / FM 1950-2016

SBC158

SBC158

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

2,040 lbs.

ANSI / MSSSP-58


GRAVITY

Torque-OffBadger IndustriesBeam Clamp Bolt,(TYP.)

Vertical SupportRod Per Chart.Supported WithinBeam ClampUsing Strut NutsSize To Fit Rod

Vertical SupportRod Per Chart.

Supported WithinBeam Clamp

Using Strut NutSize To Fit Rod

Torque-OffBadger IndustriesBeam ClampBolt Head, (TYP.)

Upper AndLower Strut NutsSized To Fit VerticalSupport Rod.Installed HandTight Plus (1/4)Turn. Lower StrutNut Is Not RequiredFor Gravity VerticalSupports Not RequiredTo Resist Uplift Forces,(TYP.)

Per Chart

Per Chart

BadgerSBC158

BadgerSBC158


By Others


Vertical Support Rod Placement Off-Set AtEdge Of Beam Flange Allows For Full

Beam Depth Vertical Adjustment, (TYP.)

Notice:Listed Capacities Based On Testing And Engineered Analysis. Testing WasPerformed (Without) Restraining Strap. Beam Clamp Was Not Tested ForUse On Beams With "S" Section Shapes. Weaker Components / ConditionsWithin Overall Design And Application Including, But Not Limited To TheBuilding Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam. TightenBeam Clamp Bolt Until Tight Against Beam Flange And Torque-Off Head OfBolt Breaks Away.

SVC51L-EF

Beam Clamp BoltWith Cup PointSpacer Shall Be InFull Contact WithUnderside Of BeamFlange Steel

Badger Industries

(SBC158L-C)Patent Pending Beam ClampWith Cup Point Spacer

Beam Clamp BoltShall Be In Full ContactWith Underside OfBeam Flange Steel


(SBC158L-C)Or (SBC158L)Patent PendingBeam Clamp. SeeThick Flange(No Substitution)


(SBC158L-C)Or (SBC158L)Patent PendingBeam Clamp. SeeThick Flange(No Substitution)

(TYP.) For Beam FlangeThickness (1.300") To (3.00") UseBadger Beam Clamp (SBC158L-C).

(TYP.) For Beam Flange Thickness(2.1250") To (3.00") Use BadgerBeam Clamp (SBC158L) OrBeam Clamp (SBC158L-C)

(TYP.) For Beam FlangeThickness (1.300") To (3.00") UseBadger Beam Clamp (SBC158L-C).

(TYP.) For Beam Flange Thickness(2.1250") To (3.00") Use BadgerBeam Clamp (SBC158L) OrBeam Clamp (SBC158L-C)


FpT / FpC

FpT / FpC



BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51L-EF)


3/8"

1/2"

5/8"

1,350 lbs.

2,160 lbs.

ANSI / FM 1950-2016

730 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

2,040 lbs.

ANSI / MSSSP-58


GRAVITY

3/4" 2,160 lbs.

SBC158LOr

SBC158L-CSee Flange

Thickness Notes

Torque-OffBadger IndustriesBeam Clamp Bolt,(TYP.)

Vertical SupportRod Per Chart.Supported WithinBeam ClampUsing Hex OrStrut Nut SizeTo Fit Rod

Vertical SupportRod Per Chart.

Supported WithinBeam Clamp Using

Hex Or Strut NutSize To Fit Rod


Upper AndLower Strut NutsSized To Fit VerticalSupport Rod.Installed HandTight Plus (1/4)Turn. Lower StrutNut Is Not RequiredFor Gravity VerticalSupports Not RequiredTo Resist Uplift Forces,(TYP.)

Per Chart

Per Chart


By Others

BadgerSBC158L

BadgerSBC158L


SVC51-C2

Notice:Listed Capacities Based On Testing And EngineeredAnalysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use OnBeams With "S" Section Shapes. Weaker Components/ Conditions Within Overall Design And ApplicationIncluding, But Not Limited To The Building StructureCapacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight ToFlange Of Beam. Tighten Each Beam Clamp Bolt UntilStrut Is Tight Against Beam Flange And Torque-OffHead Of Bolt Breaks Away. Use Of An Alternate StrutShall Be Engineered By Others.

Multiple Loads Can Be Placed Across Span [X],Provided The Accumulated Loads Do Not ExceedApplicable Listing Within Chart.




Min. (0.1875")Max. (1.260")Beam FlangeThickness. SeeThick Flange Notice



Beam Clamp Bolt Shall BeIn Full Contact With InsideBack Of Strut Metal. BoltShall Not Overhang Or PassThrough Holes, Slots OrOpenings In The Back Of TheStrut Member. Outside BackOf Strut Shall Be In FullContact With Underside OfBeam Flange Steel, (TYP.)

(1-5/8")

(1-5/8")

Threaded RodConn., To Strut

AttachmentCan Be Other

(TYP.)Entire Length

Must Be In ContactWith Underside Of

Beam Flange

Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member, (TYP.)



FpT / FpC

BADGERINDUSTRIES


[X]Maximum

6"

9"

12"

SBC158

SBC158

SBC158

15"

18"

SBC158

SBC158

21"

24"

72 lbs.

56 lbs.

SBC158

SBC158

ANSI / FM 1950-2016Maximum

SEISMICFpT (LRFD) FpC (LRFD)

437 lbs.

317 lbs.

199 lbs.

134 lbs.

96 lbs.

Cantilever End Load

8"SBC158 350 lbs.

7"SBC158 388 lbs.

5"SBC158 499 lbs.

4"SBC158 583 lbs.

29 lbs.

22 lbs.

313 lbs.

176 lbs.

94 lbs.

59 lbs.

40 lbs.

227 lbs.

263 lbs.

386 lbs.

503 lbs.

FpC (Compression)FpT (Tension)

Per Chart


Per Chart

~ BADGER INDUSTRIES ~Detail (SVC51-C2)

82 lbs.

73 lbs.

237 lbs.

172 lbs.

135 lbs.

111 lbs.

95 lbs.

190 lbs.

211 lbs.

271 lbs.

316 lbs.

ANSI / MSSSP-58


GRAVITY


[X]MaximumPer Chart

(2")Min.

[X]MaximumPer Chart

(2")Min.

(2")Minimum

(2")Minimum

ASTM A36 Or BetterThreaded Rod WithHex Nut, Anvil SquareStrut Washer And AnvilStrut Nut Tighten HandTight Plus (1/4) Turn

ASTM A36Or BetterVertical SupportRod Or Badger(SVCxx) Conn.

ASTM A36Or Better

Vertical SupportRod Or Badger(SVCxx) Conn.

(2")Min.

(0.70")

(0.70")

Per Chart

BadgerSBC158

BadgerSBC158


By Others



(SBC158L)Patent PendingBeam Clamp(No Substitution)

Min. (0.1875")Max. (1.260")Beam FlangeThickness



SBC51L-C2


(1-5/8")

Beam Clamp BoltShall Be In FullContact With InsideBack Of Strut Metal.Both Strut Rails ShallBe In Full ContactWith Underside OfLower Beam FlangeSteel, (TYP.)

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") StrutMembers, Both Having Solid Backs (Without)

Holes Or Slotted Openings, (TYP.)

(TYP.) Entire LengthMust Be In ContactWith Underside OfBeam Flange


Install Beam Clamp Throat Steel-To-Steel Tight ToFlange Of Beam. Tighten Each Beam Clamp Bolt UntilStrut Is Tight Against Beam Flange And Torque-OffHead Of Bolt Breaks Away. Use Of An Alternate StrutShall Be Engineered By Others.


BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC51L-C2)

[X]Maximum

6"

9"

12"

SBC158L

SBC158L

SBC158L

15"

18"

SBC158L

SBC158L

21"

24"

256 lbs.

226 lbs.

SBC158L

SBC158L


SEISMICFpT (LRFD) FpC (LRFD)

736 lbs.

535 lbs.

420 lbs.

346 lbs.

294 lbs.

8"SBC158L 588 lbs.

7"SBC158L 654 lbs.

5"SBC158L 841 lbs.

4"SBC158L 982 lbs.

43 lbs.

33 lbs.

388 lbs.

247 lbs.

141 lbs.

88 lbs.

60 lbs.

282 lbs.

326 lbs.

479 lbs.

624 lbs.

FpT / FpC




Per Chart

91 lbs.

80 lbs.

262 lbs.

190 lbs.

150 lbs.

123 lbs.

105 lbs.

210 lbs.

233 lbs.

300 lbs.

350 lbs.

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

[X]MaximumPer Chart

(2")Min.

(2")Minimum

(2")Min.


Torque-OffBadger IndustriesBeam ClampBolt (TYP.)

(0.70")


(0.70") (2")Min.

[X]MaximumPer Chart

(2")Min.

ASTM A36Or Better


Per Chart

BadgerSBC158L

(3-1/4")

BadgerSBC158L


By Others


End OfStrut Shall BeFlush With Or

Extend BeyondBeam Clamp,

(TYP.)

AnywhereBetweenClamps

Beam Clamp BoltShall Be In FullContact With InsideBack Of StrutMetal. BoltShall NotOverhang OrPass ThroughHoles, Slots OrOpenings In TheBack Of The StrutMember. OutsideBack Of Strut ShallBe In Full ContactWith UndersideOf Beam FlangeSteel, (TYP.)

(1-5/8")

Notice:Listed Capacities Based On Testing And Engineered Analysis.Testing Was Performed (Without) Restraining Strap. BeamClamp Was Not Tested For Use On Beams With "S" SectionShapes. Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Each Beam Clamp Bolt Until Strut Is TightAgainst Beam Flange And Torque-Off Head Of Bolt Breaks Away.Use Of An Alternate Strut Shall Be Engineered By Others.


(1-5/8")







SVC52




FpT / FpC

~ BADGER INDUSTRIES ~Detail (SVC52)


SEISMICFpT / FpC (LRFD)

1,934 lbs.

MaximumBeam Flange

Width

6"

BADGERINDUSTRIES


SBC158

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Double Beam Clamp Attachment


FpT / FpC


GRAVITY

1,900 lbs.

12"SBC158 1,780 lbs.

18"SBC158 1,135 lbs.

ANSI / MSSSP-58

Torque-OffBeam ClampBolt, (TYP.)



(18") Maximum


Per Chart

Per Chart

BadgerSBC158

BadgerSBC158


By Others



(1-5/8")


(1-5/8")






SVC52a


Anvil (AS 200),(AS 200H) Or (AS 200EH)(12 ga. 1-5/8"x1-5/8")Single Strut Member, (TYP.)Beam Clamp Bolt

Hidden BehindDepicted ThreadedRod, Shall Be InFull Contact WithUnderside Of BeamFlange Steel, (TYP.)


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight Against BeamFlange And Torque-Off Head Of Bolt Breaks Away. Use Of AnAlternate Strut Shall Be Engineered By Others.



FpT / FpC



FpT / FpC

~ BADGER INDUSTRIES ~Detail (SVC52a)



1,934 lbs.

MaximumBeam Flange

Width

6"

BADGERINDUSTRIES


SBC158


GRAVITY

1,900 lbs.

12"SBC158 1,780 lbs.

18"SBC158 1,135 lbs.

ANSI / MSSSP-58

(1/2") Bolt OrThreaded Rod With HexNut, Square Strut WasherOn Strut End And Strut NutOn Beam Clamp End.Tighten Until Strut Is HandTight To Underside Of BeamFlange, Plus (1/4) Turn

Torque-OffBadger IndustriesBeam Clamp Bolt

Head, (TYP.)


(18") Maximum


(2")Min.

(TYP.)

(1/2") Bolt OrThreaded Rod With HexNut, Square Strut WasherOn Strut End And Strut NutOn Beam Clamp End.Tighten Until Strut Is HandTight To Underside Of BeamFlange, Plus (1/4) Turn Per Chart

Per Chart

BadgerSBC158

BadgerSBC158


By Others








SVC52a-DS

Beam Clamp BoltHidden BehindDepicted ThreadedRod, Shall Be InFull Contact WithUnderside Of BeamFlange Steel, (TYP.)


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Beam Clamp Bolt Until Tight Against BeamFlange And Torque-Off Head Of Bolt Breaks Away. Use Of AnAlternate Strut Shall Be Engineered By Others.


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-BackManufacturer Spot Welded Strut Members, Installed

Tight To Underside Of Beam Flange Steel, (TYP.)


(1-5/8")

(2-3/4")Minimum


FpT / FpC



~ BADGER INDUSTRIES ~Detail (SVC52a-DS)



1,934 lbs.

MaximumBeam Flange

Width

18"

BADGERINDUSTRIES


SBC158


GRAVITY

ANSI/MSSSP-58

1,900 lbs.


Torque-OffBadger IndustriesBeam Clamp Bolt

Head, (TYP.)

(18") Maximum


(2")Min.

(TYP.)


Threaded Rod WithHex Nut, Anvil SquareStrut Washer And AnvilStrut Nut Tighten HandTight Plus (1/4) Turn

Per Chart

BadgerSBC158

BadgerSBC158


By Others


FpT / FpCPer Chart


Beam Clamp Bolt ShallBe In Full Contact WithInside Back Of Strut Metal.Bolt Shall Not OverhangOr Pass Through Holes,Slots Or Openings InThe Back Of The StrutMembers. Both Strut RailsShall Be In Full ContactWith Underside Of LowerBeam Flange Steel, (TYP.)


Install Each Beam Clamp Throat Steel-To-Steel Tight To FlangeOf Beam. Tighten Each Beam Clamp Bolt Until Strut Is TightAgainst Beam Flange And Torque-Off Head Of Bolt Breaks Away.Use Of An Alternate Strut Shall Be Engineered By Others.

End OfStrut Shall BeFlush With Or

Extend BeyondBeam Clamp,

(TYP.)







(1-5/8")




Holes Or Slotted Openings

SVC52L


~ BADGER INDUSTRIES ~Detail (SVC52L)



2,152 lbs.

MaximumBeam Flange

Width

18"

BADGERINDUSTRIES


SBC158L

FpT / FpC




GRAVITY

ANSI/MSSSP-58

2,100 lbs.

(18") Maximum

Torque-OffBeam ClampBolt, (TYP.)




Per Chart

BadgerSBC158L

BadgerSBC158L

(3-1/4")


By Others


FpT / FpCPer Chart


End Of StrutWithout Vertical

Support RodShall Be Flush

With Or ExtendBeyond Beam

Clamp

(1-5/8")


(1-5/8")

SVC52-C4


Install Each Beam Clamp Throat Steel-To-Steel TightTo Flange Of Beam. Tighten Each Beam Clamp BoltUntil Strut Is Tight Against Beam Flange And Torque-Off Head Of Bolt Breaks Away. Use Of An AlternateStrut Shall Be Engineered By Others.


Beam Clamp BoltShall Be In FullContact With InsideBack Of StrutMetal. BoltShall NotOverhang OrPass ThroughHoles, Slots OrOpenings In TheBack Of The StrutMember. OutsideBack Of Strut ShallBe In Full ContactWith UndersideOf Beam FlangeSteel, (TYP.)











FpT / FpC FpT / FpC

BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158

SBC158

SBC158

27"

30"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158

15"SBC158

9"SBC158

6"SBC158

~ BADGER INDUSTRIES ~Detail (SVC52-C4)

195 lbs.

109 lbs.

94 lbs.

83 lbs.

74 lbs.

128 lbs.

155 lbs.

254 lbs.

337 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

350 lbs.

166 lbs.

130 lbs.

103 lbs.

84 lbs.

221 lbs.

279 lbs.

468 lbs.

703 lbs.


(2")Min.

(4") Minimum



(2")Min.

[X]MaximumPer Chart

(0.70")(TYP.)

Per ChartPer Chart

BadgerSBC158

BadgerSBC158


By Others


End Of Strut WithoutVertical Support Rod Shall

Be Flush With Or ExtendBeyond Beam Clamp

SVC52L-C4















FpT / FpC

BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158L

SBC158L

SBC158L

27"

30"

SBC158L

SBC158L

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158L

15"SBC158L

9"SBC158L

6"SBC158L

~ BADGER INDUSTRIES ~Detail (SVC52L-C4)

226 lbs.

142 lbs.

126 lbs.

114 lbs.

104 lbs.

162 lbs.

189 lbs.

281 lbs.

372 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

710 lbs.

447 lbs.

398 lbs.

358 lbs.

326 lbs.

510 lbs.

594 lbs.

884 lbs.

1,169 lbs.

(2")Min.

(4") Minimum



(2")Min.

[X]MaximumPer Chart

(0.70")(TYP.)

Per Chart


By Others



(1-5/8")

(3-1/4")

BadgerSBC158L

BadgerSBC158L


SVC52-2C4





Beam Clamp Bolt ShallBe In Full Contact WithInside Back Of StrutMetal. Bolt Shall NotContact, Overhang OrPass Through Holes, SlotsOr Openings In The BackOf The Strut Member.Outside Back Of Strut ShallBe In Full Contact WithUnderside Of Beam FlangeSteel, (TYP.)

(1-5/8")

(1-5/8")










FpT / FpCFpT / FpC

BADGERINDUSTRIES


[X]Maximum

12"

21"

24"

SBC158

SBC158

SBC158

27"

30"

SBC158

SBC158

ANSI / FM 1950-2016

Cantilever End Load

18"SBC158

15"SBC158

9"SBC158

6"SBC158

~ BADGER INDUSTRIES ~Detail (SVC52-2C4)

195 lbs.

109 lbs.

94 lbs.

83 lbs.

74 lbs.

128 lbs.

155 lbs.

254 lbs.

337 lbs.

ANSI/MSSSP-58


GRAVITY

MaximumSEISMIC

FpT / FpC (LRFD)

350 lbs.

166 lbs.

130 lbs.

103 lbs.

84 lbs.

221 lbs.

279 lbs.

468 lbs.

703 lbs.

[X]MaximumPer Chart

(2")Min.

[X]MaximumPer Chart

(2")Min.

(4") Minimum



ASTM A36Or Better



(0.70")(TYP.)

Per ChartPer Chart

BadgerSBC158

BadgerSBC158


By Others


SVC52L-2C4















BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-2C4)

[X]Maximum

6" 9"12"

SBC158LSBC158LSBC158L

15"18"

SBC158LSBC158L

21"24"

447 lbs. 398 lbs.

SBC158LSBC158L



1,169 lbs. 884 lbs. 710 lbs. 594 lbs. 510 lbs.

FpT / FpC FpT / FpC

27"30"

358 lbs. 326 lbs.

SBC158LSBC158L

33"36"

299 lbs. 276 lbs.

SBC158LSBC158L

ANSI/MSSSP-58


GRAVITY

Cantilever End Load

142 lbs. 126 lbs.

281 lbs. 226 lbs. 189 lbs. 162 lbs.

114 lbs. 104 lbs. 95 lbs. 88 lbs.

372 lbs.

(2")Min.

[X]MaximumPer Chart

(2")Min.

(4") Minimum


ASTM A36Or Better



(2")Min.

(2")Min.

[X]MaximumPer Chart

(0.70")(TYP.)

Per Chart Per Chart


By Others

(1-5/8")

(3-1/4")

BadgerSBC158L



BadgerSBC158L


Beam Clamp BoltShall Be In FullContact WithInside BackOf Strut Metal.Bolt Shall NotOverhang OrPass ThroughHoles, Slots OrOpenings In TheBack Of The StrutMember. OutsideBack Of Strut ShallBe In Full ContactWith UndersideOf Beam FlangeSteel, (TYP.)

(1-5/8")

(1-5/8")

Anvil (AS 200),(AS 200H) Or (AS 200EH) (12 ga. 1-5/8"x1-5/8")

Single Strut Member, Installed Tight ToUnderside Of Beam Flange Steel, (TYP.)






Thick Flange Notice:Use Badger Industries (SBC158L-C) BeamClamp For Flange Thickness (1.300") Inch, ToA Maximum Thickness Of (3.00") Inch.

SVC52-LF

(2") Min.(TYP.)

Concentrated CenterLoading Per Chart


Uniform Loading Per Chart




Torque-OffBeam Clamp

Bolt Head, (TYP.)


StrutOrientation ToUnderside Of

Beam Flange,(TYP.)

[X] Maximum Per Chart


(0.70")(TYP.)

BadgerSBC158

BadgerSBC158

BadgerSBC158

BadgerSBC158

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52-LF)

SBC158

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

694 lbs. 592 lbs.

SBC158SBC158

837 lbs.

ANSI / FM 1950-2016

459 lbs. 390 lbs.

555 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)

Uniform Load ConcentratedCenter Load

8'- 0" 514 lbs.SBC158 338 lbs. 9'- 0" 454 lbs.SBC158 297 lbs.

10'- 0" 405 lbs.SBC158 264 lbs.

ANSI/MSS SP-58

MaximumAllowable Tension

GRAVITY

Uniform Load

383 lbs. 325 lbs.

463 lbs.

281 lbs. 246 lbs. 219 lbs.


GRAVITY

252 lbs. 212 lbs.

306 lbs.

183 lbs. 159 lbs. 140 lbs.

ConcentratedCenter Load

11'- 0" 365 lbs.SBC158 237 lbs. 12'- 0" 331 lbs.SBC158 214 lbs.

195 lbs. 176 lbs.

124 lbs. 110 lbs.

Notice:Listed Capacities Based On Testing AndEngineered Analysis. Testing Was Performed(Without) Restraining Strap. Beam Clamp WasNot Tested For Use On Beams With "S" SectionShapes. Weaker Components / ConditionsWithin Overall Design And Application Including,But Not Limited To The Building StructureCapacity Shall Control.

Install Each Beam Clamp Throat Steel-To-SteelTight To Flange Of Beam. Tighten Each BeamClamp Bolt Until Strut Is Tight Against BeamFlange And Torque-Off Head Of Bolt BreaksAway. Use Of An Alternate Strut Shall BeEngineered By Others.

(Non-Uniform) Load Or Loads Can Be Placed

Across Span [X], Provided The AccumulatedLoads Do Not Exceed Applicable CenterConcentrated Load Listing Within Chart.



SVC52L-LF


(SBC158L)Patent PendingBeam Clamps(No Substitution)


(SBC158L)Patent PendingBeam Clamps(No Substitution)

(3-1/4")(TYP.)

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, (TYP.)

(1-5/8")

(2") Min.(TYP.)



(Non-Uniform ) Load Or Loads Can Be Placed







Uniform Loading Per ChartStrut

Orientation ToUnderside Of

Beam Flange,(TYP.)

Torque-OffBeam Clamp

Bolt, (TYP.)



(0.70")(TYP.)

Beam ClampBolt Shall BeIn Full ContactWith InsideBack Of StrutMetal. BothStrut Rails ShallBe In FullContact WithUnderside OfLower BeamFlange Steel,(TYP.)

Torque-OffBadger IndustriesBeam ClampBolt, (TYP.)

BadgerSBC158

BadgerSBC158L

BadgerSBC158L

BadgerSBC158L


By Others

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-LF)

SBC158L

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,954 lbs.1,669 lbs.

SBC158LSBC158L

2,152 lbs.

ANSI / FM 1950-2016

1,296 lbs.1,104 lbs.

1,563 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


8'- 0" 1,454 lbs.SBC158L 960 lbs. 9'- 0" 1,286 lbs.SBC158L 847 lbs.

10'- 0" 1,150 lbs.SBC158L 755 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,082 lbs. 921 lbs.

1,306 lbs.

799 lbs. 704 lbs. 627 lbs.


GRAVITY

714 lbs. 606 lbs.

865 lbs.

524 lbs. 459 lbs. 407 lbs.


11'- 0" 1,039 lbs.SBC158L 680 lbs. 12'- 0" 946 lbs.SBC158L 617 lbs.

564 lbs. 510 lbs.

363 lbs. 326 lbs.


SVC52L-LFa

Min. (0.1875")Max. (1.260")Beam FlangeThickness.See ThickFlange Notice




(SBC158L)Patent Pending

Beam Clamp(No Substitution)


Welded Single (12 ga. 1-5/8"x1-5/8")Strut Members, Both Having Solid Backs

(Without) Holes Or Slotted Openings

(2") Min.(TYP.)



(Non-Uniform ) Load Or Loads Can Be Placed







(0.70")(TYP.)

Beam Clamp Bolt Shall BeIn Full Contact With InsideBack Of Strut Metal. BoltShall Not Overhang OrPass Through Holes, SlotsOr Openings In The BackOf The Strut Members.Both Strut Rails Shall BeIn Full Contact WithUnderside Of LowerBeam Flange Steel, (TYP.)

Torque-OffBadger Industries

Beam ClampBolt Head, (TYP.)

BadgerSBC158L

BadgerSBC158L

"W", "M","HP" & "L"

Section SteelBeams

And JoistsBy Others

(1-5/8")

(3-1/4")

BADGERINDUSTRIES


~ BADGER INDUSTRIES ~Detail (SVC52L-LFa)

SBC158L

[X]Maximum

5'- 0" 6'- 0" 7'- 0"

MaximumSEISMIC

FpT / FpC (LRFD)

1,954 lbs.1,669 lbs.

SBC158LSBC158L

2,152 lbs.

ANSI / FM 1950-2016

1,296 lbs.1,104 lbs.

1,563 lbs.

MaximumSEISMIC

FpT / FpC (LRFD)


8'- 0" 1,454 lbs.SBC158L 960 lbs. 9'- 0" 1,286 lbs.SBC158L 847 lbs.

10'- 0" 1,150 lbs.SBC158L 755 lbs.

ANSI/MSS SP-58


GRAVITY

Uniform Load

1,082 lbs. 921 lbs.

1,306 lbs.

799 lbs. 704 lbs. 627 lbs.


GRAVITY

714 lbs. 606 lbs.

865 lbs.

524 lbs. 459 lbs. 407 lbs.


11'- 0" 1,039 lbs.SBC158L 680 lbs. 12'- 0" 946 lbs.SBC158L 617 lbs.

564 lbs. 510 lbs.

363 lbs. 326 lbs.


SVC50-HD


Badger Industries



(SBEMT) Pivot Arms(No Substitution).(TYP.) Can Be RotatedIn Plan View, 360ºAbout Its ConnectionTo Underside Of Beam

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Project StructuralEngineer Of Record And Jurisdictional Requirements.Weaker Components / Conditions Within Overall DesignAnd Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Badger (SSC-HD) Shall Be Centered On Beam FlangeWidth (+ / -) (1").

Fpc Capacity May Be Controlled By Size And Length OfRigid Vertical Member “SEBO”.

WARNING:No Attachments In ProtectedZones As Defined In AISC 341Without Project S.E.O.R. Approval

Steel BeamBy Others

~ BADGER INDUSTRIES ~Seismic Vertical Connection - Welded Beam Attachment

(Elev. View) - (Not To Scale) - (Read Seismic Notes Prior To Use)

FpT / FpC FpT / FpC

~ BADGER INDUSTRIES ~Detail (SVC50-HD)

3,000 lbs.

BADGERINDUSTRIES


SSC-HD

Maximum CombinedGravity + Seismic LoadFpT / FpC (LRFD)

5,250 lbs.

MaximumGravity Load

(ASD)

(2") RIGID Vertical MemberPer “SEBO” And Badger Details(RVM-HD) And (SHV-HD)

trahC rePtrahC reP

Vertical MemberShall Extend AMinimum (3/8") InchBeyond End Screw.(TYP.) All End Conn.

1/4"

1/4"FillFlush

Badger SSC

1/4"

1/4"FillFlush

SEISMIC BRACE CONN.,

TO STRUCTURE



SWB13H


(f’c Min = 3,000 psi)

[UCT]

(TYP.)LowerFlute



Min. (1-3/4")

Max.(1-1/2")

Min.(5/8")

(TYP.)Min. (3/4")Offset

[TC] hholehnom

[UCT]

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Min. (4-1/2")

Max.(3")

Min.(5/8")

(TYP.)Max. (1")Offset

[TC]

hhole

hnom

Type "B"Decking

Type "W"Decking

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti,ICC-ES Evaluation Report (ESR-1917), Project StructuralEngineer Of Record And Jurisdictional Requirements.Fp Values Account For Seismic, Cracked Concrete, AndSeismic Hardware Prying. Weaker Components /Conditions Within Overall Design And Application Including,But Not Limited To The Building Structure Capacity ShallControl.

Prior To Proper Tightening Of Anchor Hex Nut The BadgerIndustries Seismic Hardware Can Be Rotated 360º DegreesAbout Its Connection To The Anchor.


~ BADGER INDUSTRIES ~Detail (SWB13H)

ConcreteOver Metal

"W" Decking

3/8 in.

Min. hhole Depth


Min. Edge Distance



2-5/8 in.

5 in.

6-3/4 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Badger SeismicHardware. Recommend Use Of (3/8x3-3/4) HiltiKB-TZ Anchor.




3/8 in.

2-5/8 in.

5 in.

6 in.

4-1/2 in.

3-1/4 in.

2-5/16 in.

25 ft.• lbs.



Badger Industries

(SWB)Seismic HardwareWith Badger CABLEBracing Per “SEBO”(No Substitution)

Badger Industries


~ BADGER INDUSTRIES ~Seismic Brace Connection - 1 Anchor(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

Brace AngleFrom Vertical30º to 44º

MaximumFp (LRFD)


MaximumFp (LRFD)

113 lbs.

57 lbs.

133 lbs.

66 lbs.

Badger Industries

(SWB)(No Substitution)With Badger StakeEye CABLE BraceMember

BraceAngle

Per Chart

Vertical

FpPer Chart

Horizontal



Connection


SWB14H


(f’c Min = 3,000 psi)

[UCT]

(TYP.)LowerFlute



Min. (1-3/4")

Max.(1-1/2")

Min.(5/8")


[TC] hholehnom

[UCT]

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Min. (4-1/2")

Max.(3")

Min.(5/8")


[TC]

hhole

hnom

Type "B"Decking

Type "W"Decking




~ BADGER INDUSTRIES ~Detail (SWB14H)

ConcreteOver Metal

"W" Decking

1/2 in.

Min. hhole Depth


Min. Edge Distance



4 in.

7-1/2 in.

9-3/4 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Badger SeismicHardware. Recommend Use Of (1/2x5-1/2)Hilti KB-TZ Anchor.




1/2 in.

4 in.

7-1/2 in.

9-3/4 in.

4-1/2 in.

4-5/8 in.

3-5/8 in.

40 ft.• lbs.



Badger Industries


Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

211 lbs.

107 lbs.

231 lbs.

120 lbs.

Badger Industries


BraceAngle

Per Chart

Vertical

FpPer Chart

Horizontal



Connection


SSC14H


(f’c Min = 3,000 psi)

[UCT]

(TYP.)LowerFlute



Min. (1-3/4")

Max.(1-1/2")

Min.(5/8")


[TC] hholehnom

[UCT]

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Min. (4-1/2")

Max.(3")

Min.(5/8")


[TC]

hhole

hnom

Type "B"Decking

Type "W"Decking




~ BADGER INDUSTRIES ~Detail (SSC14H)

ConcreteOver Metal

"W" Decking

1/2 in.

Min. hhole Depth


Min. Edge Distance



4 in.

7-1/2 in.

9-3/4 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Badger SeismicHardware. Recommend Use Of (1/2x5-1/2)Hilti KB-TZ Anchor.




1/2 in.

4 in.

7-1/2 in.

9-3/4 in.

4-1/2 in.

4-5/8 in.

3-5/8 in.

40 ft.• lbs.



Badger Industries

(SSC)Seismic HardwareWith Badger RIGIDOr CABLE BracingPer “SEBO”(No Substitution)

Badger Industries


Badger Industries

(SSC)Seismic HardwareWith Badger RIGIDOr CABLE Bracing(No Substitution)



MaximumFp (LRFD)


MaximumFp (LRFD)

547 lbs.

190 lbs.

558 lbs.

218 lbs.

BraceAngle

Per Chart

Vertical

Badger SSC



Connection

Badger SSC

FpPer Chart

Horizontal


SSC24H

(TYP.)LowerFlute

(1 And 2 Of 2)Hilti Kwik Bolt TZAnchors

Minimum 20 GA.Steel Decking


(f’c Min = 3,000 psi)

Min.(5/8")

(TYP.)

[TC]hhole

hnom

(TYP.)Min. (2")

(1/2"-13) ASTM A307, Grade ABolt With Round Washer AndLocking Hex Nut, Installed ThroughA (1/2" to 9/16") Inch Diameter DrilledHole Centered On Plate Width AndCentered Between Anchors. See WeldConnection Option

Badger Industries


For Type “W” Decking:Maximum (14")Minimum (10")

For Type “B” Decking:Maximum (7-1/2")Minimum (4-1/2")

LOWER FLUTE - TO - LOWER FLUTE SPACINGDOUBLE ANCHORS IN THE SAME LOWER FLUTE SPACING

Badger Industries


Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), ProjectStructural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, CrackedConcrete, And Seismic Hardware Prying. Weaker Components / Conditions Within Overall Design AndApplication Including, But Not Limited To The Building Structure Capacity Shall Control.

Prior To Proper Tightening Or Welding The Badger Industries Seismic Hardware Can Be Rotated 360ºDegrees 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].

Bolt WithWasher


ConcreteOver Metal

"W" Decking

1/2 in.

Min. hhole Depth


Min. Edge Distance



4 in.

7-1/2 in.

9-3/4 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Steel Plate.Recommend Use Of (1/2x5-1/2) Hilti KB-TZ Anchor.




1/2 in.

4 in.

7-1/2 in.

9-3/4 in.

4-1/2 in.

4-5/8 in.

3-5/8 in.

40 ft.• lbs.



Optional Weld Conn.

Steel Plate

1/4"

1/4"FillFlush

Maximum (14"), To Minimum (9-3/4") For Badger Detail (SSC24H)

(1") For "W" Decking.(1/4") For "B" Decking

Min. (4-1/2") For“W” Decking.Min. (1-3/4") For“B” Decking

Max. (3")For “W”Decking

Max.(1-1/2")For “B”

Decking

CL

Badger Industries


~ BADGER INDUSTRIES ~Seismic Brace Connection - 2 Anchors(Elev. View) - (Not To Scale) - (Read General Notes Prior To Use)

BraceAngle

Per Chart



Connection


MaximumFp (LRFD)


MaximumFp (LRFD)

858 lbs.

607 lbs.

728 lbs.

561 lbs.

ASTM A36 Steel Plate(1/2") Inch Thick By

Min., (4-1/2") Inch WideWith Drilled Round Holes

No Greater Than (1/16") OfAnd Inch Larger Than The

Diameter Of The Anchor.Holes Shall Be Centered

On Plate Width, (TYP.)

Centered On PlateWidth And Centered

Between Anchors

Vertical

Badger SSCBadger SSC

Badger SSC

FpPer Chart

Horizontal


SSC15H

[UCT]

(TYP.)LowerFlute




(f’c Min = 3,000 psi)

Min. (4-1/2")

Max.(3")

Min.(5/8")


[TC]

hhole

hnom

Type "W"Decking



Anchor Can Be Installed Between Metal Decking Flutes,Into [UCT] Upper Concrete Topping Provided [UCT] IsEqual To, Or Greater Than Chart Listed Minimum [TC].


ConcreteOver Metal

"W" Decking

5/8 in.

Min. hhole Depth


Min. Edge Distance



4-3/4 in.

8-3/4 in.

12 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Badger SeismicHardware. Recommend Use Of (5/8x6) Hilti KB-TZAnchor.




Badger Industries


Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

841 lbs.

337 lbs.

BraceAngle

Per Chart



Connection

Vertical

Badger SSC

Badger Ind.

Not

Usa

ble

FpPer Chart

Horizontal


SSC25H

(TYP.)LowerFlute

(1 And 2 Of 2)Hilti Kwik Bolt TZAnchors

Minimum 20 GA.Steel Decking


(f’c Min = 3,000 psi)

Min.(5/8")

(TYP.)

[TC]hhole

hnom

(TYP.)Min. (2")

(5/8"-11) ASTM A307, Grade ABolt With Round Washer AndLocking Hex Nut, Installed ThroughA (5/8" to 11/16") Inch Diameter DrilledHole Centered On Plate Width AndCentered Between Anchors. See WeldConnection Option

For Type “W” Decking:Maximum (14")Minimum (10")

For Type “B” Decking:Not Usable

LOWER FLUTE - TO - LOWER FLUTE SPACINGDOUBLE ANCHORS IN THE SAME LOWER FLUTE SPACING

Badger Industries


Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), ProjectStructural Engineer Of Record And Jurisdictional Requirements. Fp Values Account For Seismic, CrackedConcrete, And Seismic Hardware Prying. Weaker Components / Conditions Within Overall Design AndApplication Including, But Not Limited To The Building Structure Capacity Shall Control.

Prior To Proper Tightening Or Welding The Badger Industries Seismic Hardware Can Be Rotated 360ºDegrees 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].

Bolt WithWasher

Optional Weld Conn.

Steel Plate

1/4"

1/4"FillFlush

Maximum (14"), To Minimum (12") For Badger Detail (SSC25H)

(1") For "W" Decking.Not Usable For "B" Decking

Min. (4-1/2") For“W” Decking.Not Usable For“B” Decking

Max. (3")For “W”Decking

NotUsableFor “B”

Decking

CL


ConcreteOver Metal

"W" Decking

5/8 in.

Min. hhole Depth


Min. Edge Distance



4-3/4 in.

8-3/4 in.

12 in.

10 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of Exposed Threads IsRequired To Allow For Attachment Of Steel Plate.Recommend Use Of (5/8x6) Hilti KB-TZ Anchor.




Badger Industries

(SSC)Seismic HardwareWith Badger RIGIDOr CABLE BracingPer “SEBO”

Badger Industries



BraceAngle

Per Chart



Connection


MaximumFp (LRFD)


MaximumFp (LRFD)

1,357 lbs.

993 lbs.

ASTM A36 Steel Plate(1/2") Inch Thick ByMin., (6") Inch Wide

With Drilled Round HolesNo Greater Than (1/16") OfAnd Inch Larger Than The



Centered On PlateWidth And Centered

Between Anchors

Vertical

Badger SSCBadger SSC

Badger SSCN

ot U

sabl

e

FpPer Chart

Horizontal


SWB13HCS

hhol

e

hnom


Min.(6")

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti,ICC-ES Evaluation Report (ESR-1917), Project StructuralEngineer Of Record And Jurisdictional Requirements.Fp Values Account For Seismic, Cracked Concrete, AndSeismic Hardware Prying. Weaker Components / ConditionsWithin Overall Design And Application Including, But NotLimited To The Building Structure Capacity Shall Control.


Min.(5/8")

~ BADGER INDUSTRIES ~Detail (SWB13HCS)

ConcreteSlab

3/8 in.

Min. hhole Depth

Min. Edge Distance


2-5/8 in.

4-3/8 in.

5 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of ExposedThreads Is Required To Allow ForAttachment Of Badger SeismicHardware. Recommend Use Of(3/8x3-3/4) Hilti KB-TZ Anchor.



For ASCE 7-10, Fp (LRFD) Values,Multiply Listed Values By (0.80).


Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

160 lbs.

88 lbs.Badger Industries


BraceAngle

Per Chart

Vertical

FpPer Chart

Horizontal



Connection


SWB14HCS

hhol

e

hnom


Min.(6")



Min.(5/8")

~ BADGER INDUSTRIES ~Detail (SWB14HCS)

ConcreteSlab

1/2 in.

Min. hhole Depth

Min. Edge Distance


4 in.

7-1/2 in.

9-3/4 in.

Anchor O.D. da










Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

345 lbs.

194 lbs.Badger Industries


BraceAngle

Per Chart

Vertical

FpPer Chart

Horizontal



Connection


SSC14HCS

hhol

e

hnom


Min.(6")



Min.(5/8")

~ BADGER INDUSTRIES ~Detail (SSC14HCS)

ConcreteSlab

1/2 in.

Min. hhole Depth

Min. Edge Distance


4 in.

7-1/2 in.

9-3/4 in.

Anchor O.D. da









Badger Industries



Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

683 lbs.

336 lbs.

BraceAngle

Per ChartFpPer Chart

Horizontal

Vertical

Badger SSC



Connection

Badger SSC


Min.(5/8")

hhol

e

hnom


Min.(6")

Min.(5/8")

hhol

e

hnom

Min. (2")(TYP.)

(1 Of 2)Hilti Kwik Bolt TZAnchors Per Chart

Badger Industries


SSC24HCS

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And JurisdictionalRequirements. Fp Values Account For Seismic, Cracked Concrete, And Seismic Hardware Prying. Weaker Components / Conditions Within OverallDesign And Application Including, But Not Limited To The Building Structure Capacity Shall Control.


ConcreteSlab

1/2 in.

Min. hhole Depth

Min. Edge Distance


4 in.

7-1/2 in.

9-3/4 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of ExposedThreads Is Required To Allow ForAt tachment Of Stee l P la te .Recommend Use Of (1/2x5-1/2) HiltiKB-TZ Anchor.




1/4"

1/4"Fill

Flush

Badger Industries


CL

Minimum (9-3/4") / Maximum (14")



MaximumFp (LRFD)


MaximumFp (LRFD)

1,170 lbs.

916 lbs.

BraceAngle

Per Chart

ASTM A36 Steel Plate(1/2") Inch Thick By

Min., (4-1/2") Inch WideWith Drilled Round Holes

No Greater Than (1/16") OfAnd Inch Larger Than The



Centered On Plate WidthAnd Centered Between

Anchors. Can Be Rotated360º Degrees About Its

Connection To The Plate

Badger SSC

Vertical

Badger SSC

FpPer Chart

Horizontal


SSC15HCS

hhol

e

hnom


Min.(6")



Min.(5/8")


ConcreteSlab

5/8 in.

Min. hhole Depth

Min. Edge Distance


4-3/4 in.

8-3/4 in.

12 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of ExposedThreads Is Required To Allow ForAttachment Of Badger SeismicHardware. Recommend Use Of(5/8x6) Hilti KB-TZ Anchor.




Badger Industries



Badger Industries




MaximumFp (LRFD)


MaximumFp (LRFD)

916 lbs.

458 lbs.

BraceAngle

Per ChartFpPer Chart

Horizontal

Vertical

Badger SSC



Connection

Badger SSC


Min.(5/8")

hhol

e

hnom


Min.(6")

Min.(5/8")

hhol

e

hnom

Min. (2")(TYP.)

(1 Of 2)Hilti Kwik Bolt TZAnchors Per Chart

Badger Industries


SSC25HCS

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Current Hilti, ICC-ES Evaluation Report (ESR-1917), Project Structural Engineer Of Record And JurisdictionalRequirements. Fp Values Account For Seismic, Cracked Concrete, And Seismic Hardware Prying. Weaker Components / Conditions Within OverallDesign And Application Including, But Not Limited To The Building Structure Capacity Shall Control.


ConcreteSlab

5/8 in.

Min. hhole Depth

Min. Edge Distance


4-3/4 in.

8-3/4 in.

12 in.

Anchor O.D. da





Anchor Length Notice:A Minimum (1") Inch Of ExposedThreads Is Required To Allow ForAt tachment Of Stee l P la te .Recommend Use Of (5/8x6) HiltiKB-TZ Anchor.




1/4"

1/4"Fill

Flush

CL

Minimum (12") / Maximum (14")



MaximumFp (LRFD)


MaximumFp (LRFD)

1,575 lbs.

1,241 lbs.

ASTM A36 Steel Plate(1/2") Inch Thick ByMin., (6") Inch Wide

With Drilled Round HolesNo Greater Than (1/16") OfAnd Inch Larger Than The



Centered On Plate WidthAnd Centered Between

Anchors. Can Be Rotated360º Degrees About Its

Connection To The Plate

Badger SSC

Badger Industries


BraceAngle

Per Chart

Vertical

Badger SSC

FpPer Chart

Horizontal


Beam Clamp BoltWith Cup PointSpacer Shall Be InFull Contact WithUnderside Of BeamFlange Steel, (TYP.)


(SBC158-C)With Cup Point SpacerPatent PendingBeam Clamp(No Substitution)


Depicted PerpendicularTo Beam LengthBadger Industries

(SSC)Seismic Hardware WithBadger RIGID Or CABLEBracing (No Substitution)

Badger IndustriesCup Point Spacer,(TYP.)

(5/8-11) Hex NutWith Lock Washer,(TYP.)

SSC51

BadgerIndustriesCup PointSpacer,(TYP.)

Depicted ParallelTo Beam LengthBadger Industries


Depicted PerpendicularTo Beam LengthBadger Industries


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. WeakerComponents / Conditions Within Overall Design And Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Install Beam Clamp ThroatSteel-To-Steel Tight To FlangeOf Beam. Tighten Beam ClampBolt Until Cup Point End OfSpacer Is Tight Against BeamFlange And Torque-Off Head OfBolt Breaks Away.

-C Or C Which Indicates CupPoint Spacer Required To BeInstalled At Threaded End OfTorque-Off Beam Clamp Bolt,May Or May Not Be StampedInto Beam Clamp.

Badger Industries


~ BADGER INDUSTRIES ~Seismic Brace Connection - Single Beam Clamp Attachment


Beam ClampPart Number

~ BADGER INDUSTRIES ~Detail (SSC51)

30º to 44ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

SBC158-C 440 lbs. 493 lbs.


SSC

BADGER INDUSTRIES

ANSI / FM 1950-2016

PerpendicularTo Beam Length

Parallel ToBeam Length

Brace Splayed BetweenPerpendicular And Parallel.

45º to 60ºMaximum

Fp (LRFD)

493 lbs.


45º to 60ºMaximum

Fp (LRFD)

550 lbs.


61º to 75ºMaximum

Fp (LRFD)

478 lbs.


Brace Angle From VerticalANSI / FM 1950-2016

61º to 75ºMaximum

Fp (LRFD)

435 lbs.


440 lbs. 440 lbs. 493 lbs. 493 lbs. 435 lbs. 435 lbs.

BraceAngle

Per Chart

Do Not InstallWith Brace ArmCrossing Over

Beam ClampTorque-Off Bolt

Do Not ConnectSeismic HardwareTo Beam ClampTorque-Off Bolt

SecureBadger IndustriesSeismic HardwareTo Beam Clamp Using(5/8") ASTM A307 OrStronger Bolt With LockWasher And Hex NutTightened Until LockWasher Is Flat, Plus(1/4) Turn, (TYP.)


Depicted ParallelCan Be InstalledUpper Or Lower

Beam Flange

DepictedPerpendicular

Can Be InstalledUpper Or Lower

Beam Flange

BadgerSBC158

Badger SSC

Vertical

Badger SSC

FpPer Chart

Horizontal

BadgerSBC158

Badger SSC


By Others

BadgerSBC158

Badger SSC

BadgerSBC158

Badger SSC

BadgerSBC158

BadgerSBC158


Steel JoistBy Others

Min.(3/4")

Min. (0.1875")Max. (1.260")

Joist FlangeThickness, (TYP.)


To Joist LengthBadger Industries

(SSC)Seismic Hardware With

Badger RIGID Or CABLEBracing (No Substitution)




To Joist LengthBadger Industries


Badger RIGID Or CABLEBracing (No Substitution)

Badger IndustriesCup PointSpacer,(TYP.)

Depicted ParallelTo Joist LengthBadger Industries


DepictedPerpendicularTo Joist LengthBadger Industries


Beam Clamp BoltWith Cup PointSpacer Shall Be InFull Contact WithJoist Flange Steel,(TYP.)

(5/8-11) Hex NutWith Lock Washer,(TYP.)

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. WeakerComponents / Conditions Within Overall Design And Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Install Beam Clamp ThroatSteel-To-Steel Tight To FlangeOf Joist. Tighten Beam ClampBolt Until Cup Point End OfSpacer Is Tight Against JoistFlange And Torque-Off Head OfBolt Breaks Away.

-C Or C Which Indicates CupPoint Spacer Required To BeInstalled At Threaded End OfTorque-Off Beam Clamp Bolt,May Or May Not Be StampedInto Beam Clamp.

SSC51-J


~ BADGER INDUSTRIES ~Detail (SSC51-J)

30º to 44ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

SBC158-C 440 lbs. 493 lbs.


SSC

BADGER INDUSTRIES

ANSI / FM 1950-2016



Brace Splayed BetweenPerpendicular And Parallel.

45º to 60ºMaximum

Fp (LRFD)

493 lbs.


45º to 60ºMaximum

Fp (LRFD)

550 lbs.


61º to 75ºMaximum

Fp (LRFD)

478 lbs.


Brace Angle From VerticalANSI / FM 1950-2016

61º to 75ºMaximum

Fp (LRFD)

435 lbs.


440 lbs. 440 lbs. 493 lbs. 493 lbs. 435 lbs. 435 lbs.

BraceAngle

Per Chart

Do Not InstallWith Brace ArmCrossing Over

Beam ClampTorque-Off Bolt

Do Not ConnectSeismic HardwareTo Beam ClampTorque-Off Bolt

~ BADGER INDUSTRIES ~Seismic Brace Connection - Single Beam Clamp Attachment


SecureBadger IndustriesSeismic HardwareTo Beam Clamp Using(5/8") ASTM A307 OrStronger Bolt With LockWasher And Hex NutTightened Until LockWasher Is Flat, Plus(1/4) Turn, (TYP.)


Badger Industries


BraceAngle

Per Chart

Vertical

Badger SSC

FpPer Chart

Horizontal

Badger SSC

BadgerSBC158

Badger SSC

BadgerSBC158

CS

S re

gda

B

Badger

SB

C158

Badger SSC

BadgerSBC158

BadgerSBC158

Badger SSC

BadgerSBC158

Vertical

FpPer Chart

Horizontal



BFS-SSC1

Beam Depth

(36") InchMaximum

(1 Of 1)Badger Industries

(SBC158-C)Patent Pending

(No Substitution)


(SSC)Seismic HardwareWith Badger RIGIDOr CABLE Bracing.See Badger Detail(SSC51) Or Detail(SSC51-J)

Notice:Listed Capacities Based On FM Global Seismic Testing AndEngineered Analysis. Testing Was Performed (Without)Restraining Strap. Beam Clamp Was Not Tested For Use OnBeams With "S" Section Shapes. Weaker Components /Conditions Within Overall Design And Application Including, ButNot Limited To The Building Structure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange OfBeam. For Badger (SBC158-C) Beam Clamp Tighten BeamClamp Bolt Until Cup Point End Of Spacer Is Tight Against BeamFlange And Torque-Off Head Of Bolt Breaks Away. For Badger(SBC158) Beam Clamp Tighten Beam Clamp Bolt Until TightAgainst Beam Flange And Torque-Off Head Of Bolt Breaks Away.

For Badger (SBC158-C) Beam Clamp -C Or C Which IndicatesCup Point Spacer Required To Be Installed At Threaded End OfTorque-Off Beam Clamp Bolt, May Or May Not Be Stamped IntoBeam Clamp.

Badger IndustriesCup Point Spacer,(TYP.) For (SBC158-C)Seismic Brace Conn.,Beam Clamp

Depicted ParallelTo Beam Length

Badger Industries


Badger RIGID Or CABLEBracing. See Badger

Detail (SSC51) OrDetail (SSC51-J)

~ BADGER INDUSTRIES ~Beam Flange Stiffener - SSC Parallel Brace Connection



~ BADGER INDUSTRIES ~Detail (BFS-SSC1)


30º to 44ºMaximum

Fp (LRFD)

SBC158-C 440 lbs.


SSC

BADGER INDUSTRIES

ANSI / FM 1950-2016


45º to 60ºMaximum

Fp (LRFD)

550 lbs.


61º to 75ºMaximum

Fp (LRFD)

478 lbs.


MaximumSEISMIC FpT = 2,040 lbs. (LRFD)SEISMIC FpC = 1,500 lbs. (LRFD)

N / AFor Beam FlangeStiffener Assembly


Per Chart

SBC158, OrSBC158L-C

(TYP.) (1 Of 1)Upper Flange Conn.Badger Industries

(SBC158)Patent PendingBeam Clamp(No Substitution)

(TYP.) (1 Of 1)Lower Flange Conn.

Badger Industries

(SBC158-C)Patent Pending

Beam Clamp(No Substitution)

BadgerSBC158

FpPer Chart

Horizontal


By Others


(SBC158)Patent PendingBeam Clamps(No Substitution)

Beam Clamp BoltShall Be In FullContact With BeamFlange Steel, (TYP.)

BadgerSBC158

(6") Max. (TYP.)

(6") Max.(TYP.)

Badger SSC

(5/8") Inch ASTM A36 Or StrongerThreaded Rod. Secured To Upper BeamClamp With Double Strut Nuts TightenedHand Tight Plus (1/4) Turn, And SecuredTo Lower Beam Clamp With (SSC) SeismicBracket, Using Strut Nut And Hex Nut WithLock Washer As Depicted, Tightened HandTight Plus (1/4) Turn, (TYP.)

(TYP.)(1 And 2 Of 2)

Badger IndustriesEMT Conduit RodStiffener Clamps(No Substitution)

(1") EMT ConduitFit Between StrutNuts, (TYP.)

(1") EMT ConduitFit Between Strut

Nuts, (TYP.)

(TYP.)(1 And 2 Of 2)BadgerIndustriesEMTConduitRodStiffenerClamps(No Substitution)


Notice:Listed Capacities Based On FM Global Seismic Testing AndEngineered Analysis. Testing Was Performed (Without) RestrainingStrap. Beam Clamp Was Not Tested For Use On Beams With "S"Section Shapes. Weaker Components / Conditions Within OverallDesign And Application Including, But Not Limited To The BuildingStructure Capacity Shall Control.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange Of Beam.Tighten Each Beam Clamp Bolt Until Tight Against Beam FlangeAnd Torque-Off Head Of Bolt Breaks Away.

Maximum Spacing Between A Given Beam Clamp StiffenerAssembly And The Seismic Brace Load Point To Beam Flange ShallBe Determined By The Project Structural Engineer Of Record.


BFS-SSC1-OS

Beam Depth

(36") InchMaximum

Badger IndustriesCup Point Spacer,

(TYP.) For (SBC158-C)Seismic Brace Conn.,

Beam Clamp


(SSC)Seismic Hardware WithBadger RIGID Or CABLEBracing. See BadgerDetail (SSC51) OrDetail (SSC51-J)


(SBC158-C)With Cup Point Spacer

Patent PendingBeam Clamp

(No Substitution)


~ BADGER INDUSTRIES ~Detail (BFS-SSC1-OS)


30º to 44ºMaximum

Fp (LRFD)

SBC158-C 440 lbs.


SSC

BADGER INDUSTRIES

ANSI / FM 1950-2016


45º to 60ºMaximum

Fp (LRFD)

550 lbs.


61º to 75ºMaximum

Fp (LRFD)

478 lbs.


MaximumSEISMIC FpT = 2,040 lbs. (LRFD)SEISMIC FpC = 1,500 lbs. (LRFD)

N / AFor Beam FlangeStiffener Assembly

~ BADGER INDUSTRIES ~Beam Flange Stiffener - SSC Parallel Brace Connection



Per Chart


Per Chart

SBC158, OrSBC158L-C



Depicted ParallelTo Beam Length

Badger Industries


Badger RIGID Or CABLEBracing. See Badger

Detail (SSC51) OrDetail (SSC51-J)

BadgerSBC158


By Others

(1 And 2 Of 2)Badger Industries


Beam Clamp BoltShall Be In FullContact With BeamFlange Steel, (TYP.)

BadgerSBC158

BadgerSBC158

(6") Max.

(6") Max.

(5/8") InchASTM A36Or StrongerThreadedRod. SecuredTo EachBeam ClampWith DoubleStrut NutsOr Hex NutsEach BeamClamp EndConnection.TightenedHandTight Plus(1/4) Turn,(TYP.)

(1") EMTConduit

Rod StiffenerMember Can Be

Orientated InPlan About TheCenter Of TheThreaded Rod

Other ThanDepicted,

(TYP.)

(6") Max.

(6") Max.(TYP.) (1 Of 2)Badger IndustriesEMT Conduit RodStiffener Clamps(No Substitution)

(1") EMT ConduitFit Between Strut

Nuts, (TYP.)

(TYP.) (1 And 2 Of 2)Badger Industries


Badger SSC

FpPer Chart

Horizontal

SeeNOTICE(TYP.)

(1") EMT ConduitRod Stiffener MemberCan Be Orientated In

Plan About The CenterOf The Threaded RodOther Than Depicted,

(TYP.)


Seismic BraceBadger Industries

(SSC)Seismic Hardware WithBadger RIGID Or CABLEBracing. See BadgerDetail (SSC51) OrDetail (SSC51-J)

OPTIONAL:Lateral BraceKicker OppositeSide Of BraceTo Be InstalledPerpendicularTo Beam Length

Lateral Brace KickerSame Side As BraceTo Be Installed PerpendicularTo Beam Length

Lateral KickerBadger Industries

(SSC)Seismic Hardware

With RIGID Bracing(No Substitution),

(TYP.)


LBK-SSC1



Beam ClampBolt With Cup PointSpacer Shall Be In

Full Contact WithBeam FlangeSteel, (TYP.)


(SBC158-C)With Cup Point Spacer

Patent PendingBeam Clamp

(No Substitution)

Notice:Listed Capacities Based On FM Global Seismic Testing AndEngineered Analysis. Testing Was Performed (Without)Restraining Strap. Beam Clamp Was Not Tested For Use OnBeams With "S" Section Shapes. Weaker Components /Conditions Within Overall Design And Application Including,But Not Limited To The Building Structure Capacity ShallControl. Lateral Brace Kicker Assembly Shall Be Installed SoThat It Is Orientated Perpendicular To The Length Of TheSteel Beam It Is Attached To.

Install Beam Clamp Throat Steel-To-Steel Tight To Flange OfBeam. Tighten Beam Clamp Bolt Until Cup Point End OfSpacer Is Tight Against Beam Flange And Torque-Off HeadOf Bolt Breaks Away.

-C Or C Which Indicates Cup Point Spacer Required To BeInstalled At Threaded End Of Torque-Off Beam Clamp Bolt,May Or May Not Be Stamped Into Beam Clamp.

BadgerIndustriesCup Point

Spacer,(TYP.)

BadgerIndustriesCup PointSpacer,(TYP.)

LateralBrace KickerAngle PerChart, (TYP.)

~ BADGER INDUSTRIES ~Seismic Lateral Brace Kicker - SSC Perpendicular Brace Connection


Do NotConnectSeismicHardware ToBeam ClampTorque-Off Bolt


~ BADGER INDUSTRIES ~Detail (LBK-SSC1)


30º to 44ºMaximum

Fp (LRFD)

SBC158-C 493 lbs.


SSC

BADGER INDUSTRIES

ANSI / FM 1950-2016


45º to 60ºMaximum

Fp (LRFD)

493 lbs.


61º to 75ºMaximum

Fp (LRFD)

435 lbs.


Lateral BraceKicker AnglePer Chart,(TYP.)

Torque-OffBadger Industries

Beam ClampBolt Prior To

Installation OfBadger Seismic

Hardware, (TYP.)

Secure BadgerIndustries Seismic

Hardware To BeamClamp Using (5/8") ASTM

A307 Or Stronger Bolt WithLock Washer And Hex Nut Tightened

Until Lock Washer Is Flat, Plus (1/4) Turn, (TYP.)

Various Seismic BraceTo Building Structure Connections

Various Seismic BraceTo Building Structure Connections

FpPer Chart

Horizontal

Ver

tical

Badger SSC

Badger SSC

Badger SSC

Ver

tical

FpPer Chart

Horizontal

BadgerSBC158

BadgerSBC158

Badger SSC

Badger SSC

Badger SSC

BadgerSBC158


By OthersBadgerSBC158


Placement On Bottom FlangeShall Be As Approved By ProjectStructural Engineer Of Record

Steel BeamBy Others


Max., (1/3)BeamDepth

1/4"

1/4"

1/4"

WARNING: No RotationFrom That Depicted WithoutProject S.E.O.R. Approval.

Badger Industries

(SSC)Seismic Hardware WithBadger RIGID Or CABLEBracing Per “SEBO”(No Substitution)

Badger Industries

(SSC)Seismic Hardware WithBadger RIGID Or CABLEBracing Per “SEBO”(No Substitution)

SSC50

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Project Structural Engineer Of Record And Jurisdictional Requirements.

Badger Seismic Hardware Connection To Beam Can Be Rotated Flat-To-Flat Other Than That Depicted. SeeWarning Note For Connections To Bottom Flange.

(0.185") Inch Thick, Min. (33,000 psi)Yield Strength Carbon Steel, With ZincElectrogalvanized Plating.

1/4"

1/4"

1/4"Fill

Flush

FillFlush

FillFlush

Badger Industries


Badger Industries

(SSC)Seismic Hardware

With Badger RIGIDOr CABLE Bracing

(No Substitution)

Badger Industries

(SSC)Seismic Hardware With BadgerRIGID Or CABLE Bracing Per“SEBO” (No Substitution)

~ BADGER INDUSTRIES ~Seismic Brace Connection - Welded


~ BADGER INDUSTRIES ~Detail (SSC50)

45º to 75ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

2,375 lbs.1,715 lbs.

BADGERINDUSTRIES


SSC

BADGER INDUSTRIESSeismic Hardware

Material Specification

BraceAngle

Per Chart

BraceAnglePer Chart

FM Global 1950-10 & 1950-13

0ºMaximum

Fp / Fpc / FpT(LRFD)

3,370 lbs.

Fp

0º Fp

0ºFpc / FpT Per Chart

Horizontal

Badger SSC

CS

S regdaB

Badger SSC

Vertical

Vertical

CS

S regdaB

FpPer Chart

Horizontal

Badger SSC


Placement On Bottom FlangeShall Be As Approved By ProjectStructural Engineer Of Record

Steel BeamBy Others


Max., (1/3)BeamDepth

1/4"

1/4"

1/4"

WARNING: No RotationFrom That Depicted WithoutProject S.E.O.R. Approval.

Badger Industries

(SSC-HD)Seismic Hardware WithBadger RIGID Or CABLEBracing Per “SEBO”(No Substitution)

Badger Industries

(SSC-HD)Seismic Hardware WithBadger RIGID Or CABLEBracing Per “SEBO”(No Substitution)

SSC50HD

Notice: “SEBO”™ Seismic Engineering By OthersInstallation, Testing And Inspection: Per Project Structural Engineer Of Record And Jurisdictional Requirements.

Badger Seismic Hardware Connection To Beam Can Be Rotated Flat-To-Flat Other Than That Depicted. SeeWarning Note For Connections To Bottom Flange.

SSC-HD Seismic Hardware Not Conducive To Brace Angles Greater Than 60º Degrees, Due To Fitment Of (2")Inch EMT Conduit Brace Member.

(0.185") Inch Thick, Min. (33,000 psi)Yield Strength Carbon Steel, With ZincElectrogalvanized Plating.

1/4"

1/4"

1/4"Fill

Flush

FillFlush

FillFlush

Badger Industries

(SSC-HD)Seismic HardwareWith Badger RIGIDOr CABLE Bracing(No Substitution)

Badger Industries


With Badger RIGIDOr CABLE Bracing

(No Substitution)

Badger Industries

(SSC-HD)Seismic Hardware With BadgerRIGID Or CABLE Bracing Per“SEBO” (No Substitution)

See Notice

~ BADGER INDUSTRIES ~Seismic Brace Connection - Welded


~ BADGER INDUSTRIES ~Detail (SSC50HD)

45º to 60ºMaximum

Fp (LRFD)


30º to 44ºMaximum

Fp (LRFD)

3,710 lbs.2,625 lbs.

BADGERINDUSTRIES


SSC-HD

BADGER INDUSTRIESSeismic Hardware

Material Specification

BraceAngle

Per Chart

BraceAnglePer Chart

FM Global 1950-10 & 1950-13

0ºMaximum

Fp / Fpc / FpT(LRFD)

5,250 lbs.

Fp

0º Fp

0ºFpc / FpT Per Chart

Horizontal

Badger SSC

Bad

ger

SS

C

Vertical

Vertical

Bad

ger

SS

C

FpPer Chart

Horizontal

(TYP.) (2")EMT Conduit

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Documents

Badger Seismic Manual - seismicbracing.com / BADGER INDUSTRIES and ANVIL INTERNATIONAL LLC., have collaborated to provide the industry’s most code compliant, cost effective, design