Steel Framing Catalog - buildsite.com · SCAFCO products offer a series of high quality products to...
Transcript of Steel Framing Catalog - buildsite.com · SCAFCO products offer a series of high quality products to...
Catalog No. 2 0 0A
Steel Fram ing CatalogClips, Connectors, and Specialt y Products
Connect ion Clips Cur ved Product s Price less Header andKw ik-Jam b System
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© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Secure Clips 2 0 - 3 5
AC
Bypass Slab Secure Clip 20
AS
Load-Bearing Secure St rut 22
FA
Secure Floor Anchor Clip 23
MA
Mult i-Use Secure Clip 24
MB
Mult i-Use Secure Clip 26
MC
Mult i-Use Secure Clip 28
TT
Truss Tie Secure Clip 30
BC
Secure Bridge Clip 32
WT
Wall Tie Secure Clip 33
HG
Secure Header Gusset Plate 34
SS
Secure Floor St rapping 35
General Product I nform at ion 4 - 6
Thickness - Steel Com ponent s 5
Screw Capacit ies and Weld Capacit ies 5
Load Paths 5
Cer t if icat ion of Mater ia ls 7
Deflect ion Clips 8 - 19
PLC3
Bypass Slab Slide Clip 8
PLC2
Bypass Slab Slide Clip 9
PLS3
Bypass Slab Slide St rut 10
PLS2
Bypass Slab Slide St rut 11
DPLC2
Bypass Slab Drift Clip 12
DPLS2
Bypass Slab Dr if t St rut 13
I SC
I nter ior Head- of-Wall 14
ESC
Ex ter ior Head- of-Wall 15
DI SC
I nter ior Head- of-Wall
Mult i-Dr if t Clip 16
DESC
Ex ter ior Head- of-Wall
Mult i-Dr if t Clip 17
SSWT
Splicing Slide Clip and
Rigid Wall Tie 18
STP
Bypass Slab Top Plate 19
Table of Content s
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© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Slot ted Track 5 2 - 5 5
SLT
Slot ted Leg Track 52
SDLT
Slot ted Deep Leg Track 54
Track- in-Track Def lect ion System 5 6 - 57
Ponyw all Suppor t 5 8
Drain Track 5 9
Custom Brake Shapes 6 0
Order ing Form s 61 - 67
Pr iceless Header and Kwik-Jam b Form 61
Per fect Cur ve Order Form s 62
Table of Content s
Backing, Block ing, and St if feners 3 6 - 4 3
WST
Web St iffener Track 36
KB
Kwik-Back Wall Support 37
TB
Solid Track Blocking 38
FTB
Fire Track Blocking 39
NS
Notched Stud Backing 40
NT
Notched Track Backing 42
K
Kwik-Bridge Punch System 43
Pr ice less Header and Kw ik-Jam b System 4 4 - 4 9
Per fect Cur ve Product s 5 0 - 51
HD Header HDR Header
Slot ted Arched Arhed Z Cur ved Cur ved Angle
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© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
General Product I nform at ion
I ndustry Benefits
SCAFCO's product line of connectors and specialt y product s
are all m anufactured from m ill cer t if ied pr im e steel. SCAFCO's
capable of designing and m anufactur ing non-st andard specialt y
product s for any applicat ion.
SCAFCO delivers absolute sat isfact ion and im provem ent to the
steel f ram ing indust r y by:
• Deliver ing top qualit y product s
• Drast ically reducing labor and inst allat ion cost s
• Reducing waste wit h precise product lengths
• Guaranteeing ex tensive durabilit y and qualit y
Credent ials
SCAFCO product s of fer a ser ies of high qualit y product s to m eet
t he em erging needs of t he steel f ram ing indust r y. All product s
are m anufactured from m ill cer t if ied steel with hot- dipped
galvanized coat ing that guarantees long term durabilit y and
per form ance. SCAFCO of fer s an ex tensive line of var ious clips
and specialt y product s designed for f loor fram ing, load bear ing
walls, cur t ain walls, and roof t russes.
The light gauge steel f ram ing indust r y dem ands im proved
solut ions for connect ion conf igurat ions. That is why SCAFCO
product s are engineered to ensure and provide the m ost
ef f icient load t ransfer paths. These provisions m eet t he design
requirem ent s while m aint aining prof it able benef it s for t he
cont ractor/ owner. SCAFCO has put t rem endous ef for t into
developing super ior product s that provide signif icant value to
our custom ers. All product s have undergone com prehensive
assessm ent s and f ield analysis to const ruct and provide
advanced product solut ions for both the designer and inst aller.
Term s and Condit ions
Product s ident if ied in this cat alog are m anufactured and
designed for m ult iple purposes, and should only be used in
applicat ions as specif ied by a qualif ied architect or engineer.
Product m odif icat ions or changes in inst allat ion procedures
should only be done af ter consult at ion with a qualif ied architect
or engineer. SCAFCO is not responsible for dam ages, claim s,
or losses result ing from im proper inst allat ion or unapproved
alterat ions of t he product . You should consult with your
cont ractor and/or architect / engineer to obt ain appropr iate
engineer ing and applicat ion specif icat ions pr ior to the
inst allat ion of any product .
Product s and loads specif ied in t his cat alog are subject t o
t he descr ibed specif ic applicat ions and proper inst allat ion.
Modif ied product s, incor rect loading m ethods or inst allat ion
procedures, or any other applicat ions will im pact t he product 's
load capacit ies. Exposure of t he product t o chem icals, fer t ilizers,
or other cor rosive m ater ials or environm ent s m ay af fect t he
galvanizing proper t ies of t he product . This cat alog supersedes
all inform at ion in previously published SCAFCO cat alogs and
technical repor t s. All previous SCAFCO publicat ions regarding
the product s and their t echnical specif icat ions should be
discarded. SCAFCO reser ves the r ight t o m ake changes or
cor rect ions to this cat alog and the product 's specif icat ions
at any t im e. All product sales are subject t o these Term s,
Condit ions, and Lim ited Warrant y.
Patented Products and Technology
SCAFCO product s and technology are protected by United St ates
and internat ional patent laws, including U.S. patent 5876006,
7478508, and patent s pending.
Return Policy
SCAFCO m ay accept returns of st andard product s subject t o:
( i) SCAFCO's receipt of t he return request within 90 days from
the date of or iginal deliver y to the custom er; ( ii) SCAFCO's pr ior
author izat ion; ( iii) t he product s being new, unm arked, unused,
and in or iginal SCAFCO packaging; ( iv) t he custom er shipping the
product t o SCAFCO FOB dest inat ion, f reight prepaid by custom er;
and (v) paym ent of a 25 percent restock ing fee. Product s that
m ay not be returned include those specif ically cut , assem bled,
or produced for par t icular project s or applicat ions, including, but
not lim ited to, headers, cur ved product s, and kwik-jam b stud
product s. I f t here is a subst ant ial quant it y ordered of a st andard
par t , SCAFCO m ay not except a return of t he full ordered.
Lim ited W arranty
For a per iod of 90 days from purchase, SCAFCO war rant s to
the or iginal owner that t he product s are free from defect s
in m ater ial and workm anship when used in com pliance with
SCAFCO's design lim it s and specif ied inst allat ion m ethods. This
lim ited war rant y does not cover defect s in product result ing
from: ( i) t he m odif icat ion or alterat ion of t he product ; ( ii) t he
m isapplicat ion or im proper use; ( iii) im proper inst allat ion;
( iv) dam age result ing from exposure to cor rosive chem icals,
cor rosive fum es, condensat ion, water, or f ire; or (v) accident ,
negligent operat ion, or im proper m aintenance. This SCAFCO
Lim ited Warrant y is non- t ransferable and only applies to
product s purchased from a SCAFCO author ized dealer.
SCAFCO's sole obligat ion under this Lim ited Warrant y is, at it s
opt ion, to repair or replace the defect ive product , and in no
event shall SCAFCO's war rant y obligat ion exceed the or iginal
purchase pr ice of t he defect ive product . This war rant y is in
lieu of all other war rant ies, whether expressed, im plied, or
st atutor y, including but not lim ited to the im plied war rant ies
of m erchant abilit y and f it ness for a par t icular purpose, non-
infr ingem ent , or any im plied war rant y ar ising from the course of
per form ance, course of dealing or usage of t rade. This war rant y
and per form ance hereunder shall be governed by and const rued
in accordance with the laws of t he St ate of Washington without
reference to it s choice of law pr inciples.
Com pany I nform at ion
Term s, Condit ions, and Lim ited Warranty
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© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
General Product I nform at ion
Thickness - Steel Com ponents
Screw Capacit ies
Weld Capacit ies
Table Notes 1 Minimum thickness represent s 95 percent of the design thickness and is the m inimum acceptable
thickness delivered t o t he j obsit e based on Sect ion A2.4 of AI SI S100- 07.
2 The t ables in t his cat alog are calculat ed based on inside corner radii list ed in t his t able. The inside
corner radius is t he m axim um of 3/ 32 – t / 2 or 1.5t , t r uncat ed af t er t he four t h decim al place ( t =
design t hickness) . Cent er line bend radius is calculat ed by adding half of t he design t hickness t o
list ed corner radius.
Steel Thickness Table
Designation Thickness (mil)
Minimum Thickness 1 (in)
Design Thickness 1 (in)
Design Inside Corner Radii
2 (in)
Reference Only Gauge No.
18 0.0179 0.0188 0.0843 25
27 0.0269 0.0283 0.0796 22
D20 0.0179 0.0188 0.0844 20-Drywall
30EQD 0.0223 0.0235 0.0820 20-Drywall
30 0.0296 0.0312 0.0781 20 – Drywall
33EQS 0.0280 0.0295 0.0790 20-Structural
33 0.0329 0.0346 0.0764 20 – Structural
43EQS 0.0380 0.0400 0.0712 18
43 0.0428 0.0451 0.0712 18
54 0.0538 0.0566 0.0849 16
68 0.0677 0.0713 0.1069 14
97 0.0966 0.1017 0.1525 12
118 0.1180 0.1242 0.1863 10 - SSMA
127 0.1270 0.1337 0.2005 10 - SCAFCO
Allowable Screw Connection Capacity (lbs per screw)
Thickness (mil) 1
Fy Yield (ksi)
Fu Tensile (ksi)
#6 Screw #8 Screw #10 Screw #12 Screw 1/4" Screw
0.138" dia; 5/16" Head 0.164" dia; 5/16" Head 0.190" dia; 0.340" Head 0.216" dia; 0.340" Head 0.250" dia; 0.409" Head
Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension
18 33 45 60 33 66 39 71 46 76 52 81 60
27 33 45 111 50 122 59 131 69 139 78 150 90
D20 57 65 87 48 95 57 102 66 109 75 117 87
30EQD 57 65 122 60 133 71 143 82 152 94 164 108
30 33 45 129 55 141 65 151 76 161 86 174 100
33EQS 57 65 171 75 187 89 201 103 214 117 231 136
33 33 45 151 61 164 72 177 84 188 95 203 110
43EQS 57 65 270 102 295 121 317 140 338 159 364 184
43 33 45 224 79 244 94 263 109 280 124 302 144
54 50 65 455 144 496 171 534 198 570 225 613 261
68 50 65 576 181 684 215 755 250 805 284 866 328
97 50 65 821 259 976 307 1130 356 1285 405 1476 468
118 50 65 1003 316 1192 375 1381 435 1569 494 1816 572
127 50 65 1079 340 1283 404 1486 468 1689 532 1955 616
Table Notes1. Capacit ies based on AI SI S100- 07 Sect ion E2.4 for f illet welds and E2.5 for f lare groove welds.
2. When connect ing m at er ials of dif ferent st eel t hicknesses or t ensile st rengt hs, use t he values t hat
cor respond t o t he t hinner or lower y ield m at er ial.
3. Capacit ies are based on Allowable St rengt h Design (ASD) and include appropr iat e safet y fact or s.
4. Weld capacit ies are based on eit her 3/ 32" or ⅛" diameter E60 or E70 electrodes. For thinner m at er ials, 0.030" t o 0.035" diam et er wire elect rodes m ay prov ide best result s.
5. Parallel capacit y is considered t o be loading in t he direct ion of t he lengt h of t he weld.
6. For welds great er t han 1", equat ions E2.4-1 and E2.4-2 m ust be checked.
7. For f lare groove welds, t he ef fect ive t hroat of weld is conser vat ively assum ed t o be less t han 2t .
8. * Flare grove weld capacit y for m at er ial t hicker t han 0.10" requires engineer ing j udgem ent t o
det erm ine leg of welds (W1 and W2) .
Allowable Welds Capacity (lbs) for 1" Long Welds
Thickness (mil) 1
Design Thickness
Fy Yield (ksi)
Fu (ksi)
Fillet Welds Flare Groove Welds
Parallel Perpendicular Parallel Perpendicular
43EQS 0.0400 57 65 639 1106 696 849
43 0.0451 33 45 601 864 544 663
54 0.0566 50 65 1188 1566 985 1202
68 0.0713 50 65 1562 1972 1241 1514
97 0.1017 50 65 1269 1269 -* -*
118 0.1242 50 65 1550 1550 -* -*
127 0.1337 50 65 1668 1668 -* -*
Table Notes1. Capacit ies based on AI SI S100- 07 Sect ion E4. See t able on page 5 for design t hicknesses.
2. When connect ing m at er ials of dif ferent st eel t hicknesses or t ensile st rengt hs, use t he lowest values.
Tabulat ed values assum e t wo sheet s of equal t hickness are connect ed.
3. Capacit ies are based on Allowable St rengt h Design (ASD) and include safet y fact or of 3.0.
4. Where m ult iple fast ener s are used, screws are assum ed t o have a cent er- t o- cent er spacing of at
least 3 t im es t he nom inal diam et er (d)
5. Screws are assum ed t o have a cent er- of- screw t o edge- of- st eel dim ension of at least 1.5 t im es t he
nom inal diam et er (d) of t he screw.
6. Tension capacit y is based on t he lesser of pullout capacit y in sheet closest t o screw t ip, or pullover
capacit y for sheet closest t o screw head (based on head diam et er shown) . Not e t hat for all t ension
values shown in t his t able, pullover values have been reduced by 50 percent assum ing eccent r ically
loaded connect ions t hat produce a non- uniform pull- over force on t he fastener.
7. Higher values, especially for screw st rengt h, m ay be obt ained by specif y ing screws f rom a specif ic
m anufact urer. See m anufact urer 's dat a for specif ic allowable values and inst allat ion inst ruct ions.
Load Paths
All product load capacit ies are calculated per Nor th Am er ican
Specif icat ion for t he Design of Cold Form ed Steel St ructural
Mem bers. The 2007 edit ion (here af ter refer red to as sim ply
"NASPEC"). I llust rat ions of load inst ruct ions are am ongst t heir
relat ive product load t ables located throughout t his cat alog.
Figure to the r ight dem onst rates dif ferent t ypes of load
direct ions m ent ioned in this cat alog.
• F1 = Out-of-plane lateral load
• F2 = In-Plane lateral load
• F3 = Direct ver t ical and uplif t load
F1
F3F2
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© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Spokane Washington Manufacturing Facility Stockton California Manufacturing Facility6200 East Main Avenue, Spokane, WA 99212 2525 South Airport Way, Stockton, CA 95206Phone: 509.343.9000 Fax: 509‐343‐9060 Phone: 209.670.8053 Fax: 209.670.8057
Product Information
Steel Material Properties18 MIL Labeled Thickness0.0188" Design Thickness0.0179" Minimum Thickness33 ksi Yield Strength45 ksi Tensile StrengthG40 Galvanize Coating ThicknessNone Color Code (Painted Ends)
LEED ‐ Possible Points for Certification
Recycled Content of Steel Dimensional Properties
ASTM and AISI Code Standards SCAFCO Technical ServicesASTM A653/A653M, A924/A924M, A1003, C645, C754NASPEC 2007 Edition S100‐07 (Supplement S2‐10 for IBC 2012)IBC 2009, IBC 2012, and CBC 2010
Non‐Composite Interior Wall Limiting Heights
Section Properties ‐ Nonstructural Stud
162S125‐18 0.080 0.27 0.038 0.046 0.686 0.016 0.447 0.034 0.031 0.61 1.09 302 100 0.009 0.009 ‐1.029 0.594 1.315 0.388 29.0
250S125‐18 0.097 0.33 0.099 0.079 1.014 0.019 0.439 0.089 0.059 1.17 1.72 258 196 0.011 0.023 ‐0.904 0.543 1.427 0.599 29.0
350S125‐18 0.115 0.39 0.215 0.123 1.366 0.021 0.423 0.203 0.072 1.42 2.45 180 159 0.014 0.050 ‐0.797 0.495 1.637 0.763 28.8
362S125‐18 0.118 0.40 0.234 0.129 1.409 0.021 0.421 0.221 0.075 1.48 2.54 173 163 0.014 0.054 ‐0.786 0.490 1.667 0.778 28.8
400S125‐18¹ 0.125 0.42 0.294 0.147 1.536 0.021 0.414 0.281 0.083 1.64 2.81 156 156 0.015 0.068 ‐0.754 0.475 1.760 0.816 28.7
33.7% ‐ Total Recycled Content
Web Widths: 1‐5/8", 2‐1/2", 3‐1/2", 3‐5/8", 4"Flange Height: 1‐1/4"Return Length: 3/16"
LEED MR 2.1 & 2.2: Construction Waste Management (2 Possible Points)LEED MR Credit 4.1 & 4.2: Recycled Content (2 Possible Points)LEED MR Credit 5.1 & 5.2: Regional Materials (2 Possible Points)
9.4% ‐ Pre‐Consumer Scrap Recycled Content24.3% ‐ Post‐Consumer Scrap Recycled Content
Section
The nonstructural 18 mil "S" stud is fabricated from prime mill certified steel in standard web widths with a true galvanized coating. The flange height is 1‐1/4" and the return length is 3/16".
Notes: ¹ Web‐height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends.
For additional information, visit www.SCAFCO.com or call technical services at 509‐343‐9000 or [email protected]
SCAFCO materials have a high inherent recycled content and can be used in achieving Leadership in Energy & Environmental Design (LEED) Certification.
250S125‐18
350S125‐18
362S125‐18
400S125‐18¹
5 PSF Surface Load ‐ Interior Only
13' 6"e 12' 3"e 10' 5"e
Deflection ‐ L/240 Deflection ‐ L/360
12' 1" 11' 0" 9' 7"
12' 6"
6' 8" 6' 1" 5' 4"
9' 2" 8' 4" 7' 4"
12" oc 16" oc 24" oc12" oc 16" oc 24" oc 12" oc 16" oc 24" oc
Deflection ‐ L/120Section
162S125‐18 6' 4" 6' 11" 6' 1"
13' 9" 11' 11" 9' 9"
7' 8"7' 9"
10' 2"
11' 11"
8' 3"
9' 9"
"S"‐ STUD, 18 MIL (25 GA), 1 ‐1/4" FLANGE, NONSTRUCTURAL
Notes: ¹ Web height‐to‐thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads.
9' 0"
11' 8"
13' 9"
14' 0"
Mal
(in‐k)Sxe
(in3)
Ixe
(in4)
Ry
(in)
Iy
(in4)
Rx
(in)
Lu
(in)Ro
(in)
m
(in)
Xo
(in)
Cw
(in6)
9' 11"e
Jx1000
(in4)
Gross Properties Effective and Distortional Properties
10' 6" 9' 7" 8' 3"
Weight
(lb/ft)
Area
(in2)
14' 9"e 14' 9"e 12' 10"e 10' 5"e
14' 0" 11' 4" 9' 11"e9' 11"e
10' 5"e
Torsional Properties
ßVaNet
(lb)
Vag
(lb)
Mad
(in‐k)Sx
(in3)
Ix
(in4)
12' 2"
12' 10"e
12' 2"
ESR‐3064P
General Product I nform at ion
Subm it tal Builder
SCAFCO has developed a quick and easy process for gather ing specif ic
subm it t al dat a sheet s without depending on m ail, fax, or em ail. The
subm it t al builder is an online form that can be found at SCAFCO.com.
Cur rent ly, subm it t al builder will produce specif icat ion for t rack, studs,
fur r ing channel, U- channel, I - studs and addit ional specialt y product s.
The f ir st step in building your subm it t al is t o enter project inform at ion
you m ay want to show on the subm it t al, and then enter t he specif ics of
each m em ber needed and hit pr int . This will give you a clean and legible
cut sheet t o subm it t o the general cont ractor or architect / engineer.
SCAFCO Clip Com parison Table
SCAFCO Simpson TSN Clark Dietrich Baileys Main Use of Product
Deflection Clips
PLC3/PLC2 SCB, MSCB SLB, SLB-HD, VLB FCSC, FCEC, SD HFA, WSC Bypass slab vertical slide clip
PLS3/PLS2 SSB SLS FS MW Bypass structure vertical slide strut
DPLC2 - DSLB, DTSLB - - Bypass slab drift clip
DPLS2 - DSLS - - Bypass structure drift strut
ISC SCW, DTC SLD, VTD FTC TDC Interior head-of-wall vertical slide clip
ESC SCW, DTC SL, VTX FTC TDC Exterior head-of-wall vertical slide clip
DISC - DSLD, DTSL - - Interior head-of-wall multi-direction drift clip
DESC - DSL, DTSL - - Exterior head-of-wall multi-direction drift clip
SSWT - SPLICE - - Splicing slide clip and rigid wall tie
STP - SLT, SLF FTSC - Bypass slab slide top plate
Secure Clips
AC FCB, SSC LB, LB-HD, VLB UCEC, UXRC - Rigid wall bypass slab clip
AS FSB, SJC, MSJC LS - - Rigid wall bypass slab strut
FA SSC, MSSC, S/HDU, S/LTT, S/DTT, HTT, S/HDS, S/HDB CL, TD "D", "T", "MC", "CD" series - Stud stiffening to floor anchor clip
MA SSC, SFC, RCA - LS, "S" series JC Multiple use rigid angle clip
MB SSC, SJC, RCA AL LE, "E" series - Multiple use rigid angle clip
MC SSC, LS, RCA - LA, "A" series - Multiple use rigid angle clip
TT S/H, H, RT CDH - Roof tie stiffening clip
BC SFC, SUBH, MSUBH, LSUBH, DBC BridgeClip, BC FB, "U", "B", "X" series BL, UBC Bridging and bracing clips
WT - - - - Bypass Wall Tie
HG - HE "H" series - Header and stiffener plate
SS CS FS - - Floor fastening strap
Stiffeners, Backing, and Blocking
WST - - QTWS - Web stiffener plate
KB - BackIt FBBC - Wall Backing
TB - BuckleBridge - - Track Blocking
FTB - - - - Fire Track Blocking
NS - - - - Notched Stud Backing
NT - NT - Backer Bar Notched Track Backing
Headers and Jambs
KJS - JAM, SG JS, HDS - Pre-Engineered Jamb System
HD/HDR - JAM HS, HDS - Pre-Engineered Header System
FM - - HDSC - Pre-Engineered Header Clip (interior applications)
SC - - DNLC - Pre-Engineered Header Clip (exterior applications)
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© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
SCAFCO hereby cer t if ies that all light gauge steel fram ing product s m anufactured by SCAFCO are com pliant with all
applicable st andards and codes as listed below:
• A6 5 3
St andard Specif icat ion for Steel Sheet , Zinc- Coated
(Galvanized) or Zinc-I ron Alloy- Coated by the Hot-
Dip Process
• A92 4 St andard Specif icat ion for General Requirem ent s
for Steel Sheet , Met allic- Coated by the Hot-Dip
Process
• A10 0 3
St andard Specif icat ion for Steel Sheet , Carbon,
Met allic- Coated for Cold-Form ed Fram ing Mem bers
• C6 4 5
St andard Specif icat ion for Nonst ructural Steel
Fram ing Mem bers
• C75 4*
St andard Specif icat ion for I nst allat ion of Steel
Fram ing Mem bers to Receive Screw-At t ached
Gypsum Panel Product s
• C9 5 5
St andard Specif icat ion for Load-Bear ing
( Transverse and Axial) Steel Studs, Runners
( Tracks), and Bracing or Br idging for Screw
Applicat ion of Gypsum Panel Product s and Met al
Plaster Bases
• C10 07* St andard Specif icat ion for I nst allat ion of Load
Bear ing ( Transverse and Axial) Steel Studs and
Related Accessor ies
• E72
St andard Test Methods of Conduct ing St rength
Test s of Panels for Building Const ruct ion
• E9 0
St andard Test Method for Laborator y Measurem ent
of Airborne Sound Transm ission Loss of Building
Par t it ions and Elem ent s
• E119
St andard Test Methods for Fire Test s of Building
Const ruct ion and Mater ials
For referenced ASTM st andards, v isit t he ASTM website at www.astm .org, or cont act ASTM Custom er Ser vice at ser v ice@astm .org.
* SCAFCO Recom m ended I nst allat ion Methods
Am erican Society for Test ing
and Materials ( ASTM)
Cer t if icat ion of Materials
Code Approvals• I APMO ER- 0313
• I APMO ER- 0283
• I APMO ER- 0342
• UL ER3660- 02
Design Specificat ions / Manuals
• Nor th Am er ican Specif icat ion for the Design of Cold-
Form ed Steel St ructural Mem bers, NASPEC 2007
Edit ion S100- 07 (Supplem ent S2-10 for IBC 2012)
• Gypsum Associat ion Fire Resist ance Design Manual
Material / Product Specificat ion
Nonst ructural ( Dryw all) Product s:
18-30 m il: 33 ksi D25: 50 ksi
D20, 30EQD, 33EQD: 57 ksi…………ASTM A1003, C645
Structural Fram ing Product s:
33- 43 m il: 33ksi
33EQS, 43EQS: 57 ksi
54-127 m il: 57 ksi…………………………ASTM A1003, C955
Coat ing Specificat ion
Nonst ructural ( Dryw all) Product s:
D25, D20, 30EQD, 18-30 m il: G40
33EQD: G60…………………………………ASTM A653, C645
* D25, 18, and D20 available in G60 for Hawaii
Structural Fram ing Product s
33EQS, 43EQS, 33-54 m il: G60
68-127 m il: G90……………………………ASTM A653, C955
Recycled Content – LEED
SCAFCO m ater ials have a high inherent
recycled content of steel, and can
be used in achieving Leadership in
Energy and Environm ent al Design
(LEED) cer t if icat ion.
For m ore inform at ion, cont act SCAFCO at 509-343-9000 or [email protected].
8
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
PLC3 - Bypass Slab Slide Clip
Product Applicat ion
The PLC3 bypass slab slide clip secures the bypass cur t ain wall
stud to the building st ructure, allowing for ver t ical def lect ion
while m aint aining lateral r igidit y.
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Loads based on # 12 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ionMaterial Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
Part No. Width Qty / Bucket Lbs / Bucket
PLC3-350 3 ½" 75 52
PLC3-550 5 ½" 50 46
PLC3-750 7 ½" 35 41
PLC3-950 9 ½" 35 49
PLC3-1150 11 ½" 35 57
Part No. Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLC3
350
550
750
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1620
68 14 50 1610 1620
97 12 50 1620 1620
118 10 50 1620 1620
Maximum Allowable Clip Capacity Max F1 = 1620 lbs
All PLC3 clips include inser t . Addit ional lengths available upon request .
Allow able Loads
Quant it y / Order I nform at ion
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or other factors.
2. The allowable loads are based on the steel proper t ies of the m embers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
combined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLC3
950
1150
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 930
43 18 33 561 841
54 16 50 930 930
68 14 50 930 930
97 12 50 930 930
118 10 50 930 930
Maximum Allowable Clip Capacity Max F1 = 930 lbs
• Clip
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 86 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
2" D
efle
ctio
n
6"
Width
Delection Clips
9
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Part No. Width Qty / Bucket Lbs / Bucket
PLC2-550 5 ½" 30 54
PLC2-750 7 ½" 25 54
PLC2-950 9 ½" 20 50
PLC2-1150 11 ½" 20 57
Product Applicat ion
The PLC2 bypass slab slide clip secures the bypass cur t ain wall
stud to the building st ructure, allowing for ver t ical def lect ion
while m aint aining lateral r igidit y.
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite. Patent No. 7478508-B2
Features and Benefit s
• I nser t allows for 1 ½" tot al ver t ical def lect ion
◦ Def lect ion greater t han 1 ½" is available
• Loads based on # 12 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Thicker steel for im proved weld capacit y t o t he st ructure
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ion Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
1 ½
" De
flec
tion
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLC2
550
750
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1709
68 14 50 1610 1975
97 12 50 1975 1975
118 10 50 1975 1975
Maximum Allowable Clip Capacity Max F1 = 1975 lbs
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLC2
950
1150
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1650
68 14 50 1650 1650
97 12 50 1650 1650
118 10 50 1650 1650
Maximum Allowable Clip Capacity Max F1 = 1650 lbs
PLC2 - Bypass Slab Slide Clip
All PLC2 clips include inser t . Addit ional lengths available upon request .
Allow able Loads
Quant it y / Order I nform at ion
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or other factors.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
• Clip
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 127 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
Width
5 ½"
10
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
PLS3 - Bypass Slab Slide St rut
Product Applicat ion
The PLS3 bypass slab slide st rut secures the bypass cur tain wall
stud to the building st ructure, allowing for ver t ical def lect ion while
maintaining lateral r igidit y. The st rut provides a non- fr ict ional
connect ion and prevent s ver t ical load t ransfer into the cur tain wall.
The inser t is at t ached to the st rut m aking inst allat ion quick, easy,
and ef f icient . St rut s 12" in length or less com e packaged in durable
bucket s for convenient handling on the jobsite.
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Loads based on # 12 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ion
Part No. Left / Right Handed Width Qty / Bucket Lbs / Bucket
PLS3-900 Universal 9" 35 54
PLS3-1200 Universal 12" 30 59
PLS3-1500 Universal 15" - -
PLS3-1800 Universal 18" - -
PLS3-2000 Universal 20" - -
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLS3
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1709
68 14 50 1610 2180
97 12 50 2180 2180
118 10 50 2180 2180
Maximum Allowable Clip Capacity Max F1 = 2180 lbs
All PLS3 st rut s include inser t . Addit ional lengths available upon request . St rengthening lip added for st rut s 20" in length and over. See illust rat ion below.
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Allow able Loads
Quant it y / Order I nform at ion• Clip
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 86 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
Width
6"
2" D
ef le
ct io
n
PLS3 shown wit h st if fening lip
11
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
1 ½
" De
f lec
t ion
5 ½"
Width
PLS2 - Bypass Slab Slide Strut
Product Applicat ion
The PLS2 bypass slab slide st rut secures the bypass cur tain wall
stud to the building st ructure, allowing for ver t ical def lect ion while
maintaining lateral r igidit y. The st rut provides a non- fr ict ional
connect ion and prevent s ver t ical load t ransfer into the cur tain wall.
The inser t is at t ached to the clip m aking inst allat ion quick, easy,
and ef f icient . St rut s 12" in length or less com e packaged in
durable bucket s for convenient handling on the jobsite.
Patent No. 7478508-B2
Features and Benefit s
• I nser t allows for 1 ½" tot al ver t ical def lect ion
◦ Def lect ion greater t han 1 ½" is available
• Loads based on # 12 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Thicker steel for im proved weld capacit y t o t he st ructure
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ion
Part No. Left / Right Handed Width Qty / Bucket Lbs / Bucket
PLS2-900 (L) or (R) 9" 20 53
PLS2-1200 (L) or (R) 12" 15 51
PLS2-1500 (L) or (R) 15" - -
PLS2-1800 (L) or (R) 18" - -
PLS2-2000 (L) or (R) 20" - -
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws
PLS2
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1709
68 14 50 1610 2275
97 12 50 2275 2275
118 10 50 2275 2275
Maximum Allowable Clip Capacity Max F1 = 2275 lbs
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
All PLS2 st rut s include inser t . Addit ional lengths available upon request .
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Allow able Loads
Quant it y / Order I nform at ion
• Clip
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 127 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1PLS2 Show n as Right Handed St rut
12
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
DPLC2 - Bypass Slab Drift Clip
Product Applicat ion
The DPLC2 bypass slab dr if t clip secures the bypass cur t ain wall
stud to the building st ructure, allowing for ver t ical def lect ion and
lateral dr if t .
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite. Patent No. 7478508-B2
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion and 2" lateral dr if t
◦ Def lect ion greater t han 2" is available
• Loads based on # 12 screws
◦ Screws are provided
• Large inser t pieces for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M Part No. Width Qty / Bucket Lbs / Bucket
DPLC2-550 5 ½" 20 56
DPLC2-750 7 ½" 15 48
DPLC2-950 9 ½" 15 53
DPLC2-1150 11 ½" 15 58
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws*
33EQS 20 57 429 643
33 20 33 377 565
DPLC2
950
1150
43EQS 18 57 677 677
43 18 33 561 841
54 16 50 895 895
68 14 50 895 895
97 12 50 895 895
118 10 50 895 895
Maximum Allowable Clip Capacity Max F1 = 895 lbs* Num ber of screws per inser t
All DPLC2 clips include inser t s. Addit ional lengths available upon request .
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. Screw spacing and edge dist ance shall not be less t han 3 x d (d= nom inal screw diam et er) .
3. The allowable loads are based on t he st eel proper t ies of t he m em ber s being connect ed, per AI SI
sect ion E4.
4. Use t he lowest applicable values when connect ing m at er ials of dif ferent t hicknesses or t ensile
st rengt h (Fu) .
5. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
6. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
7. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
8. Applied loads m ay be m ult iplied by ¾ for seism ic or wind loading, per AI SI Sect ion A5.1.3
9. Loads are for at t achm ent of DPLC2 dr if t clip t o st ud only.
10. The designer shall check t he bending and t he shor t leg of t his clip and it s connect ion t o t he st ruct ure
m em ber s, depending on t he direct ion of t he forces.
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws*
33EQS 20 57 429 643
33 20 33 377 565
DPLC2
550
750
43EQS 18 57 677 905
43 18 33 561 841
54 16 50 905 905
68 14 50 905 905
97 12 50 905 905
118 10 50 905 905
Maximum Allowable Clip Capacity Max F1 = 905 lbs* Num ber of screws per inser t
Allow able Loads
Quant it y / Order I nform at ion
• Clip
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 127 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
2" D
efle
ctio
n
2" Dr if
t
Width5 ⅛"
5 ½"
F1
13
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
DPLS2 - Bypass Slab Drif t St rut
Product Applicat ion
The DPLS2 bypass slab slide st rut secures the bypass cur tain wall
stud to the building st ructure, allowing for ver t ical def lect ion and
lateral dr if t .
The inser t s are at t ached to the st rut making installat ion quick,
easy, and ef f icient . Patent No. 7478508-B2
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion and 2" lateral dr if t
◦ Def lect ion greater t han 2" is available
• Loads based on # 12 screws
• Large inser t pieces for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
Part No. Left / Right Handed Width
DPLS2-1200 (L) or (R) 12"
DPLS2-1500 (L) or (R) 15"
DPLS2-1800 (L) or (R) 18"
DPLS2-2000 (L) or (R) 20"
All DPLS2 st rut s include inser t s. Addit ional lengths available upon request .
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. Screw spacing and edge dist ance shall not be less t han 3 x d (d= nom inal screw diam et er) .
3. The allowable loads are based on t he st eel proper t ies of t he m em ber s being connect ed, per AI SI
Sect ion E4.
4. When connect ing m at er ials of dif ferent t hicknesses or t ensile st rengt h (Fu), t he lowest applicable
values should be used.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
7. Applied loads m ay be m ult iplied by ¾ for seism ic or wind loading, per AI SI Sect ion A5.1.3
8. Loads are for at t achm ent of DPLS2 dr if t st rut t o st ud only.
9. The designer shall check t he bending and t he shor t leg of t his clip and it s connect ion t o t he st ruct ure
m em ber s, depending on t he direct ion of t he forces.
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws*
DPLS2
33EQS 20 57 429 643
33 20 33 377 565
43EQS 18 57 677 1015
43 18 33 561 841
54 16 50 1139 1709
68 14 50 1610 1950
97 12 50 1950 1950
118 10 50 1950 1950
Maximum Allowable Clip Capacity Max F1 = 1950 lbs
* Num ber of screws per inser t
Allow able Loads
Quant it y / Order I nform at ion
• St rut
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 127 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
2" D
ef le
ct io
n
2" Dr if t
Width
5 ½"
5 ½"
14
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
I SC - I nter ior Head- of-W all
Product Applicat ion
The I SC inter ior head- of-wall clip secures the inter ior dr ywall stud
to the top t rack (head- of-wall) which is fastened to the building
st ructure. This allows for ver t ical def lect ion, while m aint aining
lateral r igidit y and providing a low fr ict ion connect ion to prevent
ver t ical load t ransfers into the cur t ain wall.
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Loads based on # 10 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Provides posit ive at t achm ent at each stud
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) ISC550 2 #10 Screws
ISC750 2 #10 Screws
ISC
18 25 33 142 142
D20 20 57 204 204
30EQD 20 57 286 286
30 20 33 303 303
33EQS 20 (S) 57 402 402
33 20 (S) 33 353 353
43EQS 18 57 455 635
43 18 33 455 526
54 16 50 455 710
Maximum Allowable Clip Capacity Max F1 = 455 lbs Max F1 = 710 lbs
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws through j oined m ater ials should not be less than three exposed threads. I nst all
and t ighten screws in accordance with the screw m anufacturer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall
use the com bined forces check as required by AI SI S100 if m ore than one force is applied to the
connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) ISC237 2 #10 Screws
ISC337 2 #10 Screws
ISC
18 25 33 142 142
D20 20 57 185 204
30EQD 20 57 185 286
30 20 33 185 303
33EQS 20 (S) 57 185 390
33 20 (S) 33 185 353
43EQS 18 57 185 390
43 18 33 185 390
54 16 50 185 390
Maximum Allowable Clip Capacity Max F1 = 185 lbs Max F1 = 390 lbs
Allow able Loads
Part No. Width Qty / Bucket Lbs / Bucket
ISC237 2 ⅜" 200 43
ISC337 3 ⅜" 100 31
ISC550 5 ½" 100 49
ISC750 7 ½" 75 51
All I SC slide clips include inser t . Addit ional lengths available upon request .
Quant it y / Order I nform at ion• Clip
◦ 43 m il m ater ial t hickness
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• I nser t
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
2" D
ef le
ct io
n
4"
Width
15
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws
ESC
550
750
950
1150
33EQS 20 57 402 603
33 20 33 353 530
43EQS 18 57 635 952
43 18 33 526 789
54 16 50 1068 1602
68 14 50 1510 1855
97 12 50 1855 1855
118 10 50 1855 1855
Maximum Allowable Clip Capacity Max F1 = 1855 lbs
ESC - Ex terior Head- of-W all
Product Applicat ion
The ESC ex ter ior head- of-wall slide clip at t aches the ex ter ior
stud to the top t rack which is fastened to the building st ructure,
allowing for ver t ical def lect ion. This clip m aint ains lateral r igidit y
and provides a low fr ict ion connect ion, prevent ing ver t ical load
t ransfers into the cur t ain wall.
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• I nser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Loads based on # 10 screws
◦ Screws are provided
• Large inser t piece for easy inst allat ion
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Provides posit ive at t achm ent at each stud Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall
use the com bined forces check as required by AI SI S100 if m ore than one force is applied to the
connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws
ESC
337
33EQS 20 57 402
33 20 33 353
43EQS 18 57 635
43 18 33 526
54 16 50 830
68 14 50 830
97 12 50 830
118 10 50 830
Maximum Allowable Clip Capacity Max F1 = 830 lbs
Allow able Loads
Part No. Width Qty / Bucket Lbs / Bucket
ESC337 3 ⅜" 100 50
ESC550 5 ½" 50 40
ESC750 7 ½" 50 55
ESC950 9 ½" 30 42
ESC1150 11 ½" 30 51
All ESC slide clips include inser t . Addit ional lengths available upon request .
Quant it y / Order I nform at ion• Clip
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 97 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
2" D
ef le
ct io
n4"
Width
16
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
DI SC - I nterior Head- of-W all Mult i- Drif t Clip
Product Applicat ion
The DI SC inter ior head- of-wall m ult i- dr if t clip at t aches the
inter ior dr ywall stud to the top t rack, which is fastened to
building st ructure. This clip allows for ver t ical def lect ion and
lateral dr if t t o prevent ver t ical load t ransfers into the wall.
The inser t s are at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• I nser t allows for 2" tot al ver t ical def lect ion and 2" lateral dr if t
◦ Def lect ion greater than 2" is available
• Loads based on # 10 screws
◦ Screws are provided
• Large inser t piece for easy installat ion
• Pre-punched guide holes
• Transfers hor izontal load into st ructure
• Provides posit ive at t achm ent at each stud
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
2" D
ef le
ct io
n
2" Dr if t
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No. Width Qty / Bucket Lbs / Bucket
DISC237 2 ⅜" 100 34
DISC337 3 ⅜" 100 48
DISC550 5 ½" 50 39
DISC750 7 ½" 50 54
All DI SC slide clips include inser t s. Addit ional lengths available upon request .
Quant it y / Order I nform at ion
• Clip
◦ 43 m il m ater ial t hickness
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• I nser t
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
4"
4"
Width
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) DISC550 2 #10 Screws*
DISC750 2 #10 Screws*
DISC
18 25 33 142 142
D20 20 57 195 204
30EQD 20 57 195 210
30 20 33 195 210
33EQS 20 (S) 57 195 210
33 20 (S) 33 195 210
43EQS 18 57 195 210
43 18 33 195 210
54 16 50 195 210
Maximum Allowable Clip Capacity Max F1 = 195 lbs Max F1 = 210 lbs* Num ber of screws per inser t
Allow able Loads
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) DISC237 2 #10 Screws*
DISC337 2 #10 Screws*
DISC
18 25 33 85 115
D20 20 57 85 115
30EQD 20 57 85 115
30 20 33 85 115
33EQS 20 (S) 57 85 115
33 20 (S) 33 85 115
43EQS 18 57 85 115
43 18 33 85 115
54 16 50 85 115
Maximum Allowable Clip Capacity Max F1 = 85 lbs Max F1 = 115 lbs* Num ber of screws per inser t
17
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
DESC - Ex terior Head- of-W all Mult i- Drif t Clip
Product Applicat ion
The DESC ex ter ior head- of-wall m ult i- dr if t clip at t aches the
ex ter ior stud to the top t rack, which is fastened to the building
st ructure. This clip allows for ver t ical def lect ion and lateral dr if t
t o prevent ver t ical load t ransfers into the cur t ain wall.
The inser t s are at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• I nser t allows for 2" tot al ver t ical def lect ion and 2" lateral dr if t
◦ Def lect ion greater than 2" is available
• Loads based on # 10 screws
◦ Screws are provided
• Large inser t piece for easy installat ion
• Pre-punched guide holes
• Transfers hor izontal load into st ructure
• Provides posit ive at t achm ent at each stud
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No. Width Qty / Bucket Lbs / Bucket
DESC337 3 ⅜" 50 40
DESC550 5 ½" 30 39
DESC750 7 ½" 30 53
DESC950 9 ½" 20 45
DESC1150 11 ½" 20 54
All DESC slide clips include inser t s. Addit ional lengths available upon request .
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Clip
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 97 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
2" D
ef le
ct io
n
2" Dr if t
Width
4"
4"
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws*
DESC
337
33EQS 20 57 380
33 20 33 353
43EQS 18 57 380
43 18 33 380
54 16 50 380
68 14 50 380
97 12 50 380
118 10 50 380
Maximum Allowable Clip Capacity Max F1 = 380 lbs
Allow able Loads
* Num ber of screws per inser t
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws* 3 #10 Screws*
DESC
550
750
950
1150
33EQS 20 57 402 603
33 20 33 353 530
43EQS 18 57 635 795
43 18 33 526 789
54 16 50 795 795
68 14 50 795 795
97 12 50 795 795
118 10 50 795 795
Maximum Allowable Clip Capacity Max F1 = 795 lbs* Num ber of screws per inser t
18
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
F1
F3
SSW T - Splicing Slide Clip and Rigid W all Tie
Product Applicat ion
The SSWT splicing slide clip and r igid wall t ie at t ach the bypass
cur t ain wall stud to the building st ructure. This allows for
ver t ical def lect ion while securely connect ing another wall stud.
The inser t is at t ached to the clip m aking inst allat ion quick,
easy, and ef f icient . Clips com e packaged in durable bucket s for
convenient handling on the j obsite.
Features and Benefit s
• Unique inser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Large inser t piece for easy inst allat ion
• Pre-punched holes for # 10 fram ing screws
◦ Screws are provided
• Maint ains lateral r igidit y
• Meet s or exceeds building code cr it er ia
Part No.Stud Properties F3 Allowable Loads (lbs) for Upper Half
Mil Gauge Fy (ksi) 3 #10 Screws 6 #10 Screws
SSWT
33EQS 20 57 603 1206
33 20 33 530 1060
43EQS 18 57 952 1904
43 18 33 789 1578
54 16 50 1602 2350
68 14 50 2266 2350
97 12 50 2350 2350
118 10 50 2350 2350
Maximum Allowable Clip Capacity Max F3 = 2350 lbs
* Upper half screw quant it y listed f ir st .
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 3 #10 Screws* 3 #10 Screws
(6) #10 Screws* 3 #10 Screws
SSWT
33EQS 20 57 603 603
33 20 33 530 530
43EQS 18 57 952 952
43 18 33 789 789
54 16 50 1378 1378
68 14 50 1378 1378
97 12 50 1378 1378
118 10 50 1378 1378
Maximum Allowable Clip Capacity Max F1 = 1378 lbs
Allow able Loads
Part No. Left / Right Handed Width Qty / Bucket Lbs / Bucket
SSWT-600 (L) or (R) 6" 25 42
SSWT-800 (L) or (R) 8" 25 54
SSWT-1000 (L) or (R) 10" 20 52
All SSWT slide clips include inser t . Addit ional lengths available upon request .
Quant it y / Order I nform at ion
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Clip
◦ 68 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 97 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
2" D
efle
ctio
n
Width
10"
19
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
STP - Bypass Slab Top Plate
Features and Benefit s
• Unique inser t allows for 2" t ot al ver t ical def lect ion
◦ Def lect ion of 1" up and 1" down
• Large inser t piece for easy inst allat ion
• Pre-punched holes for # 12 fram ing screws
• Maint ains lateral r igidit y
• Meet s or exceeds building code cr it er ia
Part No. Width
STP-900 9"
STP-1200 12"
STP-1500 15"
STP-1800 18"
STP-2000 20"
Product Applicat ion
The STP bypass slab top plate at t aches the bypass cur t ain wall
stud to the building st ructure, allowing for ver t ical def lect ion
while m aint aining lateral r igidit y. This slide st rut provides a non-
fr ict ional connect ion and prevent s ver t ical load t ransfers into the
cur t ain wall.
The inser t is at t ached to the clip m aking inst allat ion quick, easy,
and ef f icient .
All STP st rut s include inser t s. Addit ional lengths available upon request .
Quant it y / Order I nform at ion
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Screw shear capacit ies are based on allowable st rength design (ASD) and include a safet y factor of 3.0.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Clip
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• I nser t
◦ 127 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F1
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws*
STP
1800
2000
33EQS 20 57 670
33 20 33 670
43EQS 18 57 670
43 18 33 670
54 16 50 670
68 14 50 670
97 12 50 670
118 10 50 670
Maximum Allowable Clip Capacity Max F1 = 670 lbs* Num ber of screws per inser t
Part No.Stud Properties F1 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #12 Screws*
STP
900
1200
1500
33EQS 20 57 710
33 20 33 710
43EQS 18 57 710
43 18 33 710
54 16 50 710
68 14 50 710
97 12 50 710
118 10 50 710
Maximum Allowable Clip Capacity Max F1 = 710 lbs
Allow able Loads
* Num ber of screws per inser t
2" D
ef le
ct io
n
2" D
efle
ctio
n
5"
3 ½"
2 ½"
Width
20
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
AC - Bypass Slab Secure Clip
Product Applicat ion
The AC bypass slab secure clip connect s an ex ter ior wall stud
to the building st ructure. Depending on the mater ial proper t ies
of the st ructure and the proposed design, the AC secure clip may
be at t ached to the st ructure with either an approved fastener
or a weld. AC secure clips are designed to resist hor izont al and
ver t ical loads.
Clips com e packaged in durable bucket s for convenient handling
on the jobsite.
Features and Benefit s
• Var iet y of lengths available
• Ribbed legs for addit ional st rength
• Loads based on # 10 screws
◦ Screws are provided
• Pre-punched guide holes
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ion
Part No. Width Qty / Bucket Lbs / Bucket
AC250 2 ½" 100 47
AC350 3 ½" 50 29
AC550 5 ½" 50 41
AC750 7 ½" 50 52
AC950 9 ½" 35 45
2 Screws 3 Screws 4 Screws2 Screws
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
4 Screws 6 Screws 8 Screws
8 Screws
Quant it y / Order I nform at ion
AC2 5 0 , AC3 5 0 , and AC5 5 0 AC75 0
AC75 0 w it h 2 " of fse t AC9 5 0 w it h 2 " of fse t
6 Screws 6 Screws
8 Screws
4 Screws 4 Screws
6"
Width
Screw Pat tern Configurat ions
2 ¾ " ¾ " 2 ¾ " ¾ "
2 ¾ " ¾ "2 ¾ "
1"4 2/3" 1"2 1/3" 2 1/3"
2 1/3" 2 1/3" 1"
21
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
F1
F3Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 4 #10 Screws 2 #10 Screws 3 #10 Screws 4 #10 Screws
AC
250
350
550
33EQS 20 57 402 603 804 402 603 804
33 20 33 353 530 707 353 530 707
43EQS 18 57 635 952 1269 635 952 1269
43 18 33 526 789 1052 526 789 1052
54 16 50 1068 1602 1940 1068 1602 1940
68 14 50 1510 1940 1940 1510 1940 1940
97 12 50 1585 1940 1940 1940 1940 1940
118 10 50 1585 1940 1940 1940 1940 1940
Maximum Allowable Clip Capacity Max F1 = 1940 lbs Max F3 = 1940 lbs
AC - Bypass Slab Secure ClipAllow able Loads
Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws
AC
750
33EQS 20 57 804 1206 1608 804 1206 1608
33 20 33 707 1060 1414 707 1060 1414
43EQS 18 57 1269 1903 1940 1269 1903 1940
43 18 33 1052 1578 1940 1052 1578 1940
54 16 50 1940 1940 1940 1940 1940 1940
68 14 50 1940 1940 1940 1940 1940 1940
97 12 50 1940 1940 1940 1940 1940 1940
118 10 50 1940 1940 1940 1940 1940 1940
Maximum Allowable Clip Capacity Max F1 = 1940 lbs Max F3 = 1940 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws
AC
750
with 2" offset
33EQS 20 57 804 1206 1550 804 1206 1550
33 20 33 707 1060 1414 707 1060 1414
43EQS 18 57 1269 1550 1550 1269 1550 1550
43 18 33 1052 1550 1550 1052 1550 1550
54 16 50 1550 1550 1550 1550 1550 1550
68 14 50 1550 1550 1550 1550 1550 1550
97 12 50 1550 1550 1550 1550 1550 1550
118 10 50 1550 1550 1550 1550 1550 1550
Maximum Allowable Clip Capacity Max F1 = 1550 lbs Max F3 = 1550 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws
AC
950
with 2" offset
33EQS 20 57 804 1030 1030 804 1030 1030
33 20 33 707 1030 1030 707 1030 1030
43EQS 18 57 1030 1030 1030 1030 1030 1030
43 18 33 1030 1030 1030 1030 1030 1030
54 16 50 1030 1030 1030 1030 1030 1030
68 14 50 1030 1030 1030 1030 1030 1030
97 12 50 1030 1030 1030 1030 1030 1030
118 10 50 1030 1030 1030 1030 1030 1030
Maximum Allowable Clip Capacity Max F1 = 1030 lbs Max F3 = 1030 lbs
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Values include a 3.0 fact or of safet y.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
22
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
AS - Load- Bearing Secure Strut
Product Applicat ion
The AS load-bear ing secure st rut is used in var ious applicat ions,
but m ost comm only to connect an ex ter ior wall stud that bypasses
the building st ructure. Depending on the mater ial proper t ies of
the st ructure and the proposed design, the AS secure st rut may
be at t ached to the st ructure with either an approved fastener or a
weld. AS secure st rut s are designed to resist compression loads
and axial tension. Clips 12" in length and less com e packaged in
durable bucket s for convenient handling on the jobsite.
AS - Secure Strut 20" and GreaterArea (in2)
Ixx (in4)
Iyy (in4)
Rx (in)
Ry (in)
Sxx (in3)
Syy (in3)
0.3804 0.4777 0.1270 1.1026 0.5778 0.4215 0.0803
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
AS - Secure Strut Less Than 20"Area (in2)
Ixx (in4)
Iyy (in4)
Rx (in)
Ry (in)
Sxx (in3)
Syy (in3)
0.3203 0.3392 0.0564 1.029 0.4198 0.3089 0.0461
Sect ion Proper t ies
Features and Benefit s
• Var iet y of lengths available
• Transfer s hor izont al load into st ructure
• Maint ains lateral r igidit y
• Elim inates br idging wit hin 12" of suppor t connect ion
X X
Y
Y
Part No. Width Qty / Bucket Lbs / Bucket
AS800 8" 50 36
AS1000 10" 50 45
AS1200 12" 50 54
AS1500 15" - -
AS2000 20" - -
AS2400 24" - -
Quant it y / Order I nform at ion
Addit ional lengths available upon request . St rengthening lip added for st rut s 20" in length and over.
1 ½"
3 ⅛"
< 2 0 "
2"
½"
3 ⅛"
≥ 20"
Width
3 ⅛"
23
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
FA - Secure Floor Anchor Clip
Product Applicat ion
The FA secure f loor anchor clip connect s a wall stud to the f loor.
Designed to resist t or sional, hor izont al, and ver t ical loads, FA
secure clip is provided in 68 m il and 118 m il t o m eet any design
cr it er ia.
Clips com e packaged in durable bucket s for convenient handling
on the j obsite.
Features and Benefit s
• Available in 68 m il and 118 m il
• Var iet y of lengths available
• Pre-punched guide holes
• Opt ional plate washer for heavy dut y applicat ions
Part No. Width Qty / Bucket Lbs / Bucket
FA337-68 3 ⅜" 100 31
FA550-68 5 ½" 50 26
FA750-68 7 ½" 50 35
FA950-68 9 ½" 50 44
FA1150-68 11 ½" 50 53
FA337-118 3 ⅜" 50 29
FA550-118 5 ½" 50 47
FA750-118 7 ½" 35 45
FA950-118 9 ½" 25 41
FA1150-118 11 ½" 25 50
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Main f lange guide holes are 0.220" in diam eter (# 12 fasteners)
• Sm all f lange guide holes are 0.30" in diam eter (¼" anchor)
• Center guide hole is 0.5625" in diam eter (½" anchor)
• 1 ¼" x 2" plate washer is 168 mil with ⅝" hole• 68 m il
◦ 57 ksi y ield st rength
◦ 65 tensile st rength
◦ G90 galvanized coat ing
• 118 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Width
1 ½"
3 ¼"
PW -16 8 Plate W asher
1 ¼"2"
0.1680" Thick
I nst a lla t ion w it hout w asher I nst a lla t ion w it h w asher
24
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
MA - Mult i- Use Secure Clip
Product Applicat ion
The MA m ult i-use secure clip is used in a var iet y of dif ferent
applicat ions including head- of-wall, j oist connect ions, secur ing
hips, raf ter s and t russes, reinforcing header connect ions, and
br idging.
The MA secure clip is designed to resist ver t ical and lateral
loads. There are pre-punched guide holes provided in each leg to
allow for inst allat ion ef f iciency. Clips com e packaged in durable
bucket s for easy handling on the j obsite.
Features and Benefit s
• Var iet y of lengths available
• Loads based on # 10 screws
• Pre-punched guide holes
• No labor used cut t ing scrap or angle
Part No. Length Qty / Bucket Lbs / Bucket
MA200-54 2" 200 19
MA200-68 2" 200 24
MA200-97 2" 200 33
MA350-54 3 ½" 100 17
MA350-68 3 ½" 100 21
MA350-97 3 ½" 100 29
MA550-54 5 ½" 100 26
MA550-68 5 ½" 100 32
MA550-97 5 ½" 100 46
MA750-54 7 ½" 100 35
MA750-68 7 ½" 100 44
MA750-97 7 ½" 75 47
MA950-54 9 ½" 100 44
MA950-68 9 ½" 100 55
MA950-97 9 ½" 50 40
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Header to Jam b Connect ion
Br idge Clip Connect ion
Guide holes ar ranged
for br idging
Length
1 ½"
1 ½"
25
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
MA - Mult i- Use Secure ClipAllow able Loads
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
F2
F1
F3
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws
MA950
33EQS 20 57 402 1005 1809 206 516 929 206 516 929
33 20 33 353 884 1590 168 419 754 168 419 754
43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260
43 18 33 526 1315 2367 219 547 984 219 547 984
54 16 50 1068 2671 4807 396 991 1740 396 991 1740
68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740
97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs1 Clip t hickness shall m atch t he stud t hickness
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws
MA750
33EQS 20 57 402 804 1407 206 413 722 206 413 722
33 20 33 353 707 1237 168 335 597 168 335 597
43EQS 18 57 635 1269 2221 280 560 980 280 560 980
43 18 33 526 1052 1841 219 437 765 219 437 765
54 16 50 1068 2136 3739 396 792 1387 396 792 1387
68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740
97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs1 Clip t hickness shall m atch t he stud t hickness
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws
MA550
33EQS 20 57 402 804 1005 206 413 516 206 413 516
33 20 33 353 707 884 168 335 419 168 335 419
43EQS 18 57 635 1269 1587 280 560 700 280 560 700
43 18 33 526 1052 1315 219 437 547 219 437 547
54 16 50 1068 2136 2671 396 792 855 396 792 855
68 1 14 50 1510 2980 2980 499 855 855 499 855 855
97 1 12 50 2261 2980 2980 712 855 855 712 855 855
Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs1 Clip t hickness shall m atch t he stud t hickness
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws
MA350
33EQS 20 57 402 603 206 310 206 310
33 20 33 353 530 168 251 168 251
43EQS 18 57 635 952 280 420 280 420
43 18 33 526 789 219 328 219 328
54 16 50 1068 1602 396 594 396 594
68 1 14 50 1510 2266 499 749 499 749
97 1 12 50 2261 2420 712 965 712 965
Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs1 Clip t hickness shall m atch t he stud t hickness
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws
MA200
33EQS 20 57 402 206 206
33 20 33 353 168 168
43EQS 18 57 635 280 280
43 18 33 526 219 219
54 16 50 1068 396 396
68 1 14 50 1510 499 499
97 1 12 50 1610 712 712
Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs1 Clip t hickness shall m atch t he stud t hickness
26
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
MB - Mult i- Use Secure Clip
Product Applicat ion
The MB m ult i-use secure clip is used in a var iet y of dif ferent
applicat ions including head- of-wall, j oist connect ions, secur ing
hips, raf ter s and t russes, reinforcing header connect ions, and
br idging. MB secure clips are designed to resist ver t ical and
lateral loads.
Clips com e packaged in durable bucket s for easy handling on
the j obsite.
Joist Connect ion
Part No. Length Qty / Bucket Lbs / Bucket
MB200-54 2" 200 28
MB200-68 2" 200 35
MB200-97 2" 200 50
MB350-54 3 ½" 100 25
MB350-68 3 ½" 100 31
MB350-97 3 ½" 100 44
MB550-54 5 ½" 100 38
MB550-68 5 ½" 100 48
MB550-97 5 ½" 75 51
MB750-54 7 ½" 75 39
MB750-68 7 ½" 75 49
MB750-97 7 ½" 50 47
MB950-54 9 ½" 50 33
MB950-68 9 ½" 50 42
MB950-97 9 ½" 35 42
Quant it y / Order I nform at ion
Features and Benefit s
• Var iet y of lengths available
• Loads based on # 10 screws
• Pre-punched guide holes
• No labor used cut t ing scrap or angle
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Load Bear ing Head- of- W all
1 ½"
3"
Guide holes ar ranged
for br idging
Length
27
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
MB - Mult i- Use Secure Clip Allow able Loads
F2
F1
F3
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws
MB200
33EQS 20 57 402 206 206
33 20 33 353 168 168
43EQS 18 57 635 280 280
43 18 33 526 219 219
54 16 50 1068 396 396
68 1 14 50 1510 499 499
97 1 12 50 1610 712 712
Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws
MB350
33EQS 20 57 402 603 206 310 206 310
33 20 33 353 530 168 251 168 251
43EQS 18 57 635 952 280 420 280 420
43 18 33 526 789 219 328 219 328
54 16 50 1068 1602 396 594 396 594
68 1 14 50 1510 2266 499 749 499 749
97 1 12 50 2261 2420 712 965 712 965
Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws
MB550
33EQS 20 57 402 804 1005 206 413 516 206 413 516
33 20 33 353 707 884 168 335 419 168 335 419
43EQS 18 57 635 1269 1587 280 560 700 280 560 700
43 18 33 526 1052 1315 219 437 547 219 437 547
54 16 50 1068 2136 2671 396 792 855 396 792 855
68 1 14 50 1510 2980 2980 499 855 855 499 855 855
97 1 12 50 2261 2980 2980 712 855 855 712 855 855
Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws
MB750
33EQS 20 57 402 804 1407 206 413 722 206 413 722
33 20 33 353 707 1237 168 335 597 168 335 597
43EQS 18 57 635 1269 2221 280 560 980 280 560 980
43 18 33 526 1052 1841 219 437 765 219 437 765
54 16 50 1068 2136 3739 396 792 1387 396 792 1387
68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740
97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws
MB950
33EQS 20 57 402 1005 1809 206 516 929 206 516 929
33 20 33 353 884 1590 168 419 754 168 419 754
43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260
43 18 33 526 1315 2367 219 547 984 219 547 984
54 16 50 1068 2671 4807 396 991 1740 396 991 1740
68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740
97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
28
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
MC - Mult i- Use Secure Clip
Product Applicat ion
The MC m ult i-use secure clip is used in a var iet y of dif ferent
applicat ions including head- of-wall, j oist connect ions, secur ing
hips, raf ter s and t russes, and reinforcing header connect ions.
MC secure clips are designed to resist ver t ical and lateral loads.
Clips com e packaged in durable bucket s for easy handling on
the j obsite.
3"
3"
Length
Part No. Length Qty / Bucket Lbs / Bucket
MC200-54 2" 200 37
MC200-68 2" 200 47
MC200-97 2" 150 50
MC350-54 3 ½" 100 33
MC350-68 3 ½" 100 41
MC350-97 3 ½" 100 58
MC550-54 5 ½" 100 51
MC550-68 5 ½" 75 48
MC550-97 5 ½" 50 46
MC750-54 7 ½" 50 35
MC750-68 7 ½" 50 44
MC750-97 7 ½" 35 44
MC950-54 9 ½" 50 44
MC950-68 9 ½" 50 55
MC950-97 9 ½" 35 55
Truss- to-Truss Connect ion
Quant it y / Order I nform at ion
Features and Benefit s
• Var iet y of lengths available
• Loads based on # 10 screws
• Pre-punched guide holes
• No labor used cut t ing scrap or angle
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
29
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
MC - Mult i- Use Secure Clip Allow able Loads
F2
F1
F3
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws
MC200
33EQS 20 57 402 206 206
33 20 33 353 168 168
43EQS 18 57 635 280 280
43 18 33 526 219 219
54 16 50 1068 396 396
68 1 14 50 1510 499 499
97 1 12 50 1610 712 712
Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws
MC350
33EQS 20 57 402 603 206 310 206 310
33 20 33 353 530 168 251 168 251
43EQS 18 57 635 952 280 420 280 420
43 18 33 526 789 219 328 219 328
54 16 50 1068 1602 396 594 396 594
68 1 14 50 1510 2266 499 749 499 749
97 1 12 50 2261 2420 712 965 712 965
Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws
MC550
33EQS 20 57 402 804 1005 206 413 516 206 413 516
33 20 33 353 707 884 168 335 419 168 335 419
43EQS 18 57 635 1269 1587 280 560 700 280 560 700
43 18 33 526 1052 1315 219 437 547 219 437 547
54 16 50 1068 2136 2671 396 792 855 396 792 855
68 1 14 50 1510 2980 2980 499 855 855 499 855 855
97 1 12 50 2261 2980 2980 712 855 855 712 855 855
Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws
MC750
33EQS 20 57 402 804 1407 206 413 722 206 413 722
33 20 33 353 707 1237 168 335 597 168 335 597
43EQS 18 57 635 1269 2221 280 560 980 280 560 980
43 18 33 526 1052 1841 219 437 765 219 437 765
54 16 50 1068 2136 3739 396 792 1387 396 792 1387
68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740
97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs
Part No.Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws
MC950
33EQS 20 57 402 1005 1809 206 516 929 206 516 929
33 20 33 353 884 1590 168 419 754 168 419 754
43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260
43 18 33 526 1315 2367 219 547 984 219 547 984
54 16 50 1068 2671 4807 396 991 1740 396 991 1740
68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740
97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740
Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
1 Clip t hickness shall m atch t he stud t hickness
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
30
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
TT6 0 0 TT10 0 0
Features and Benefit s
• Var iet y of applicat ions
• Loads based on # 10 screws
• Pre-punched guide holes
• Prevent s uplif t of t russes and j oist s
TT - Truss Tie Secure Clip
Product Applicat ion
The TT t russ t ie secure clip prevent s uplif t of t russes and j oist s.
TT secure clips are thoroughly engineered to resist lateral,
hor izont al, and uplif t loads.
TT clips com e packaged in durable bucket s for convenient
handling on the j obsite.
Part No. Qty / Bucket Lbs / Bucket
TT600-33 100 11
TT600-54 100 18
TT1000-33 100 18
TT1000-54 100 30
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
2"2"
10"
TT10 0 0
TT6 0 0
6"
2" 2"
Allow able Loads
Quant it y / Order I nform at ion
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
F1F1
F2 F2
F3F3
31
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
TT - Truss Tie Secure Clip Allow able Loads
Part No.Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom)
Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3
TT600-33
33EQS 20 57 120 170 402 120 170 450
33 20 33 120 170 353 120 170 450
43EQS 18 57 120 170 450 120 170 450
43 18 33 120 170 450 120 170 450
54 16 50 120 170 450 120 170 450
68 14 50 120 170 450 120 170 450
97 12 50 120 170 450 120 170 450
118 10 50 120 170 450 120 170 450
Maximum Allowable Clip Capacity Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs
Part No.Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom)
Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3
TT600-54
33EQS 20 57 310 330 402 310 330 804
33 20 33 310 330 353 310 330 707
43EQS 18 57 310 330 635 310 330 1010
43 18 33 310 330 526 310 330 1010
54 16 50 310 330 1010 310 330 1010
68 14 50 310 330 1010 310 330 1010
97 12 50 310 330 1010 310 330 1010
118 10 50 310 330 1010 310 330 1010
Maximum Allowable Clip Capacity Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs
Part No.Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom)
Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3
TT1000-33
33EQS 20 57 120 170 402 120 170 450
33 20 33 120 170 353 120 170 450
43EQS 18 57 120 170 450 120 170 450
43 18 33 120 170 450 120 170 450
54 16 50 120 170 450 120 170 450
68 14 50 120 170 450 120 170 450
97 12 50 120 170 450 120 170 450
118 10 50 120 170 450 120 170 450
Maximum Allowable Clip Capacity Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs
Part No.Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom)
Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3
TT1000-54
33EQS 20 57 310 330 402 310 330 804
33 20 33 310 330 353 310 330 707
43EQS 18 57 310 330 635 310 330 1010
43 18 33 310 330 526 310 330 1010
54 16 50 310 330 1010 310 330 1010
68 14 50 310 330 1010 310 330 1010
97 12 50 310 330 1010 310 330 1010
118 10 50 310 330 1010 310 330 1010
Maximum Allowable Clip Capacity Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t ables are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
32
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
BC - Secure Bridge Clip
Product Applicat ion
The BC secure br idge clip at t aches the cold rolled channel (CRC)
to the stud. These clips resist s lateral m ovem ent and t wist ing of
studs in a wall assem bly. Pre-punched guide holes are provided
to accom m odate the CRC and stud at t achm ent s for st rength and
inst allat ion ef f iciency. This clip has cham fered corners on one
leg to allow for inst allat ion on the inside of t he stud cavit y.
BC clips com e packaged in durable bucket s for convenient
handling on the j obsite.
Features and Benefit s
• Pre-punched guide holes
• No welding or cut t ing scrap m ater ial required
• Loads based on # 10 screws
◦ Screws are provided
• Replaces the expensive t radit ional m ethod of bracing
1 ½"
1 ½"
Length
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
Part No. Length Qty / Bucket Lbs / Bucket
BC237 2 ⅜" 250 17
BC337 3 ⅜" 250 24
BC575 5 ¾" 150 40
BC775 7 ¾" 100 36
Quant it y / Order I nform at ion
Part No.Min. Thickness Fy
(ksi)2 #10 Screws*
Mil Gauge F2 (lbs) M1 (lbs-in)
BC237 33 20 33 266 155
BC337 33 20 33 532 332
BC575 54 16 50 1068 1573
BC775 54 16 50 1068 2313
Allow able Loads
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
F2
M1
* Allowable loads are based on t he capacit y of t he clip and cold rolled channel at t achm ent . Ver if y screw shear and pullout of st ud.
33
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
W T - W all Tie Secure Clip
Product Applicat ion
The WT wall t ie secure clip connect s a cur tain wall stud to the
ex ter ior concrete/ masonry wall st ructure. Designed to resist
hor izontal and ver t ical loads, the WT secure clip may be at t ached
to the st ructure with an approved ½" anchor bolt or as specif ied by
the design professional.
Features and Benefit s
• Var iet y of lengths available
• Thicker steel for im proving welded at t achm ent s
• Pre-punched guide holes
• Loads based on # 12 screws
◦ Screws are provided
• Plate washer included for heavy dut y applicat ions
• Replaces the expensive t radit ional m ethod of bracing
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Main f lange guide holes are 0.220" diam eter (# 12 fasteners)
• Center guide hole is 0.5625" diam eter (½" anchor)
• 1 ¼" x 2" plate washer 168 m il wit h 0.625" hole
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
5. Values include a 3.0 fact or of safet y.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
7. The designer shall check t he bending in t he shor t leg of clip.
Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #12 Screws 6 #12 Screws 8 #12 Screws 4 #12 Screws 6 #12 Screws 8 #12 Screws
WT
33EQS 20 57 857 1286 1714 857 1286 1714
33 20 33 754 1130 1507 754 1130 1507
43EQS 18 57 1353 2030 2706 1353 2030 2706
43 18 33 1122 1682 2243 1122 1682 2243
54 16 50 2278 3010 3010 2278 3010 3010
68 14 50 3010 3010 3010 3010 3010 3010
97 12 50 3010 3010 3010 3010 3010 3010
118 10 50 3010 3010 3010 3010 3010 3010
Maximum Allowable Clip Capacity Max F1 = 3010 lbs Max F3 = 3010 lbs
Allow able Loads
• Clip
◦ 118 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• Washer
◦ 168 m il m ater ial t hickness
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
F3
F1
Width
4 ½"
Plate washer
Par t no. PW-168
Part No. Width Qty / Bucket Lbs / Bucket
WT400 4" 50 50
WT700 7" 35 50
WT1000 10" 25 47
Quant it y / Order I nform at ion
All WT clips include plate washer.
34
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
F3
HG - Secure Header Gusset Plate
Product Applicat ion
The HG secure header gusset plate is designed to provide a
st if fened at t achm ent of t wo indiv idual m em bers. I t s unique
design t ransfers the ver t ical load through a r igid connect ion that
is st ronger than t radit ional m ethods of const ruct ion.
The header gusset plate st if fens the header and jam b connect ion
allowing the header to withst and larger load capacit ies and
decrease the chance of web cr ippling.
Features and Benefit s
• Loads based on # 10 screws
• Pre-punched guide holes
• Ledger t abs to hold header dur ing inst allat ion
• Designed for m ult iple stud sizes and j am b conf igurat ions
• Replaces t radit ional labor intensive inst allat ion m ethods
Part No.Stud Properties F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws
HG-68
(68 mil)
33EQS 20 57 804 1206 1608 2010 2412
33 20 33 707 1060 1414 1767 2120
43EQS 18 57 1269 1904 2538 3173 3808
43 18 33 1052 1578 2104 2630 3156
54 16 50 2136 3205 4273 5341 5375
68 14 50 3021 4531 5375 5375 5375
97 12 50 3170 4755 5375 5375 5375
118 10 50 3170 4755 5375 5375 5375
Maximum Allowable Clip Capacity Max F3 = 5375 lbs
6"
1 ½"
8 ½"
Screw Pat tern Configurat ions
Conf igurat ions shown below shall be inst alled on the lef t hand
side when fastening to the jam b stud. Two addit ional screws
shall always be inst alled in ledger t ab.
HG secure plate is designed to accom m odate all st ud widths and f lange height s and can be used on eit her side of t he assem bly.
Part No.Stud Properties F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws
HG -43
(43 mil)
33EQS 20 57 804 1206 1608 2010 2412
33 20 33 707 1060 1414 1767 2120
43EQS 18 57 1269 1904 2538 2980 2980
43 18 33 1052 1578 2104 2630 2980
54 16 50 1388 2082 2776 2980 2980
68 14 50 1388 2082 2776 2980 2980
97 12 50 1388 2082 2776 2980 2980
118 10 50 1388 2082 2776 2980 2980
Maximum Allowable Clip Capacity Max F3 = 2980 lbs
Allow able Loads
Table Note1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. Screw spacing and edge dist ance shall not be less t han 3 x d (d= nom inal screw diam et er) .
3. The allowable loads are based on t he st eel proper t ies of t he m em ber s being connect ed, per AI SI
Sect ion E4.
4. When connect ing m at er ials of dif ferent t hicknesses or t ensile st rengt h (Fu), t he lowest applicable
values should be used.
5. At t achm ent f r om t he clip t o t he st ruct ural t o be designed by ot her s.
6. Values include a 3.0 fact or of safet y.
7. Applied loads m ay be m ult iplied by 0.75 for seism ic or wind loading, per AI SI Sect ion A5.1.3
8. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
Part No. Left / Right Handed Qty / Bucket Lbs / Bucket
HG-43 Universal 50 34
HG-68 Universal 30 32
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Loads based on single clip capacit y
8 Screws 12 Screws 16 Screws
24 Screws20 Screws
35
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
SS - Secure Floor St rapping
Product Applicat ion
The SS secure f loor st rapping prevent s uplif t of wall studs
from f loor t rack, creat ing a secure composite assembly. I t 's
provided in 18", 24", 30", and 36" lengths with a specif ic layout
of pre-punched guide holes for ult imate reinforcing and ef f icient
installat ion.
Features and Benefit s
• Var iet y of lengths available
• Pre-punched guide holes
• Prevent s uplif t of st uds
Part No.Dimensions
Width Height = xx
125SSxx-33 1 ¼" 18", 24", 30", 36"
125SSxx-43 1 ¼" 18", 24", 30", 36"
125SSxx-54 1 ¼" 18", 24", 30", 36"
125SSxx-68 1 ¼" 18", 24", 30", 36"
125SSxx-97 1 ¼" 18", 24", 30", 36"
275SSxx-33 2 ¾" 18", 24", 30", 36"
275SSxx-43 2 ¾" 18", 24", 30", 36"
275SSxx-54 2 ¾" 18", 24", 30", 36"
275SSxx-68 2 ¾" 18", 24", 30", 36"
275SSxx-97 2 ¾" 18", 24", 30", 36"
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
18", 24", 30", 36"
1 ¼" and 2 ¾"
36
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
W ST - W eb St iffener Track
Product Applicat ion
The WST web st if fener t rack clip prevent s web cr ippling in
cr it ical load connect ions through to the j oist or wall stud.
Thoroughly engineered, t he WST includes a st rengthen r ib
and specif ic layout of pre-punched guide holes for ult im ate
reinforcing.
Features and Benefit s
• Pre-punched guide holes
• Var iet y of lengths available
• Prevent s web cr ippling
• One-piece assem bly
Part No.Dimensions
Stud WidthWidth Height
600WST350 3 ½" 5 ⅝" 6"
800WST350 3 ½" 7 ⅝" 8"
1000WST350 3 ½" 9 ⅝" 10"
1200WST350 3 ½" 11 ⅝" 12"
1400WST350 3 ½" 13 ⅝" 14"
600WST600 6" 5 ⅝" 6"
800WST600 6" 7 ⅝" 8"
1000WST600 6" 9 ⅝" 10"
1200WST600 6" 11 ⅝" 12"
1400WST600 6" 13 ⅝" 14"
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Quant it y / Order I nform at ion
Width
Height1 7/16
"
⅝"
End Joist Condit ion
Endw all Stud Condit ionMid- Span Suppor t Condit ion
37
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
KB - Kw ik- Back W all Support
Part No. Flange Width Qty / Bucket Lbs / Bucket
KB162 1 ¼" to 1 ⅝" 100 25
KB200 2" 100 27
Product Applicat ion
Kwik-Back product s are the m ost cost ef fect ive and labor saving
solut ion to creat ing super ior back ing suppor t for wall shelv ing,
cabinet r y, heavy wall hangings, and other equipm ent .
I nst allat ion is sim plif ied by using 2 or 3 screws to at t ach the clip
to the stud f lange. No pre- determ ined stud layout is required
and ledge t abs are added for easy alignm ent . At t ach 2" x 6"
st ructure grade lum ber (# 1 or bet ter) as required by codes or
specif icat ions.
Features and Benefit s
• Loads based on # 8 screws
◦ Screws are provided
• Pre-punched guide holes
• Folded t abs for consistent wood posit ioning
Part No.Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs)
Mil Gauge Fy (ksi) 2 #8 Screws 3 #8 Screws 2 #8 Screws 3 #8 Screws
KB
18 25 33 79 118 132 197
D20 20 57 114 170 190 285
30EQD 20 57 142 213 266 398
30 20 33 130 196 281 422
33EQS 20 (S) 57 178 267 373 560
33 20 (S) 33 145 217 328 493
43EQS 18 57 242 342 460 689
43 18 33 189 283 460 689
54 16 50 342 342 460 689
Table Notes1. Allowable loads have not been increased for wind, seism ic act iv it y, or ot her fact or s.
2. The allowable loads are based on the steel proper t ies of t he m em bers being connected, per AI SI S100.
3. The nom inal st rengt h of t he screw m ust be at least 3.75 t im es t he allowable loads.
4. Values include a 3.0 fact or of safet y.
5. Penet rat ion of screws t hrough j oined m at er ials should not be less t han t hree exposed t hreads.
I nst all and t ight en screws in accordance wit h t he screw m anufact urer 's recom m endat ions.
6. Allowable loads indicated on the t able(s) are for force in single direct ion only. The designer shall use the
com bined forces check as required by AI SI S100 if m ore than one force is applied to the connect ion.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
Allow able Loads
Quant it y / Order I nform at ion
5"
Stud f lange size
Folded t abs for
wood suppor t
F3
F1
Exam ple of t he
Kw ik- Back used
for hanging
cupboards.
38
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
TB - Solid Track Blocking
Product Applicat ion
TB solid t rack blocking provides hor izontal bracing for studs and
joist s. Solid t rack blocking is thoroughly engineered for 12", 16",
and 24" stud layout s.
Part No.Stud Dimensions
Width * Flange Spacing
TB250-*-S12-54 2 ½" 125/162/200 12"
TB250-*-S16-54 2 ½" 125/162/200 16"
TB250-*-S24-54 2 ½" 125/162/200 24"
TB350-*-S12-54 3 ½" 125/162/200 12"
TB350-*-S16-54 3 ½" 125/162/200 16"
TB350-*-S24-54 3 ½" 125/162/200 24"
TB362-*-S12-54 3 ⅝" 125/162/200 12"
TB362-*-S16-54 3 ⅝" 125/162/200 16"
TB362-*-S24-54 3 ⅝" 125/162/200 24"
TB400-*-S12-54 4" 125/162/200 12"
TB400-*-S16-54 4" 125/162/200 16"
TB400-*-S24-54 4" 125/162/200 24"
Part No.Stud Dimensions
Width * Flange Spacing
TB600-*-S12-54 6" 125/162/200 12"
TB600-*-S16-54 6" 125/162/200 16"
TB600-*-S24-54 6" 125/162/200 24"
TB800-*-S12-54 8" 125/162/200 12"
TB800-*-S16-54 8" 125/162/200 16"
TB800-*-S24-54 8" 125/162/200 24"
TB1000-*-S12-54 10" 125/162/200 12"
TB1000-*-S16-54 10" 125/162/200 16"
TB1000-*-S24-54 10" 125/162/200 24"
TB1200-*-S12-54 12" 125/162/200 12"
TB1200-*-S16-54 12" 125/162/200 16"
TB1200-*-S24-54 12" 125/162/200 24"
Nom enclature Exam ple:
Features and Benefit s
• Available in 12", 16", and 24" stud spacing
• Pre-punched guide holes
• One-piece assem bly
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
Width
Stud s
pacing
Pre-punched
guide holes
Stud Flange
Lengt h
* Stud W eb
W idt h
TB 362 162 S24
Track
Block ing
Spacing
2 4 " oc
- - 54
5 4 m il
-
39
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
FTB - Fire Track Blocking
Product Applicat ion
FTB f ire t rack block ing provides hor izont al bracing for studs and
j oist s. Fire t rack block ing is t horoughly engineered for 12", 16",
and 24" stud layout s with a precut f lange to f it t he stud cavit y
for quick inst allat ion.
Features and Benefit s
• Available in 12", 16", and 24" stud spacing
• Pre-punched guide holes
• One-piece assem bly
• Fills t he whole stud cavit y
Part No.Stud Dimensions
Width * Flange Spacing
FTB250-*-S12-54 2 ½" 125/162/200 12"
FTB250-*-S16-54 2 ½" 125/162/200 16"
FTB250-*-S24-54 2 ½" 125/162/200 24"
FTB350-*-S12-54 3 ½" 125/162/200 12"
FTB350-*-S16-54 3 ½" 125/162/200 16"
FTB350-*-S24-54 3 ½" 125/162/200 24"
FTB362-*-S12-54 3 ⅝" 125/162/200 12"
FTB362-*-S16-54 3 ⅝" 125/162/200 16"
FTB362-*-S24-54 3 ⅝" 125/162/200 24"
FTB400-*-S12-54 4" 125/162/200 12"
FTB400-*-S16-54 4" 125/162/200 16"
FTB400-*-S24-54 4" 125/162/200 24"
Part No.Stud Dimensions
Width * Flange Spacing
FTB600-*-S12-54 6" 125/162/200 12"
FTB600-*-S16-54 6" 125/162/200 16"
FTB600-*-S24-54 6" 125/162/200 24"
FTB800-*-S12-54 8" 125/162/200 12"
FTB800-*-S16-54 8" 125/162/200 16"
FTB800-*-S24-54 8" 125/162/200 24"
FTB1000-*-S12-54 10" 125/162/200 12"
FTB1000-*-S16-54 10" 125/162/200 16"
FTB1000-*-S24-54 10" 125/162/200 24"
FTB1200-*-S12-54 12" 125/162/200 12"
FTB1200-*-S16-54 12" 125/162/200 16"
FTB1200-*-S24-54 12" 125/162/200 24"
Quant it y / Order I nform at ion
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
Width
Stud s
pacing
Pre-punched
guide holes
Nom enclature Exam ple:
Stud Flange Lengt h
* Stud W eb
W idt h
FTB 362 162 S24
Fire Track Block ing
Spacing
2 4 " oc
- - 54
5 4 m il
-
40
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
NS - Notched Stud Backing
Product Applicat ion
The NS notched stud back ing is used for bracing and br idging of
j oist s and wall studs in heavy load condit ions. NS is also used in
hospit als and schools as m echanical back ing to provide suppor t
for equipm ent and cabinet r y. Engineered sect ion proper t ies and
allowable loads are provided.
Features and Benefit s
• Available in widths of 4", 6", and 8"
• Available in 12", 16", and 24" stud spacing
• Excellent for heavy load condit ions
• Pre- cut notches for f lange at t achm ent
• Pre-punched guide holes
• Elim inates f ield cut t ing
• Provides bracing and br idging suppor t
Nom enclature Exam ple
Notched Stud System com plies with st andard SSMA
nom enclature using the let ter s "NS" as the product
ident if icat ion. Follow exam ple when order ing Notched Stud
System.
Material Com posit ion
• Mill cer t if ied steel
• ASTM: A653/A653M
• 30 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G40 galvanized coat ing
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
½ " Leg
W idt hSpacing 16 " oc
Lengt h
in f t
Notched Stud
* Stud Flange W idt h
600 NS 162 S16050 43 10
6 " W eb
W idt h
4 3 m il
- - -
Width
½" or 1"
12", 16", and 24"
Stud spacing
I m age of Notched Stud Back ing, dem onst rat ing at t achm ent to stud.
*Notch opening will be ⅛" larger than the stud flange width.
41
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
NS - Notched Stud BackingSect ion Proper t ies
Part No. Depth (in)
Flange (in) * Vertical Stud Flange
Properties
Ixe (min) (in4) Sxe (min) (in3) Iye (min) (in4) Sye (min) (in3)
400NS050-*-S??-33 4 0.50 125/162/200 0.386 0.193 0.007 0.018
400NS050-*-S??-43 4 0.50 125/162/200 0.495 0.248 0.008 0.022
400NS050-*-S??-54 4 0.50 125/162/200 0.603 0.301 0.009 0.025
400NS050-*-S??-68 4 0.50 125/162/200 0.728 0.364 0.011 0.029
600NS050-*-S??-33 6 0.50 125/162/200 1.085 0.357 0.007 0.018
600NS050-*-S??-43 6 0.50 125/162/200 1.416 0.472 0.009 0.022
600NS050-*-S??-54 6 0.50 125/162/200 1.736 0.579 0.010 0.026
600NS050-*-S??-68 6 0.50 125/162/200 2.116 0.705 0.012 0.030
800NS050-*-S??-33 8 0.50 125/162/200 2.214 0.526 0.007 0.018
800NS050-*-S??-43 8 0.50 125/162/200 2.989 0.738 0.009 0.022
800NS050-*-S??-54 8 0.50 125/162/200 3.727 0.932 0.011 0.026
800NS050-*-S??-68 8 0.50 125/162/200 4.569 1.142 0.012 0.030
400NS100-*-S??-33 4 1.00 125/162/200 0.522 0.261 0.033 0.046
400NS100-*-S??-43 4 1.00 125/162/200 0.672 0.336 0.041 0.058
400NS100-*-S??-54 4 1.00 125/162/200 0.823 0.411 0.050 0.070
400NS100-*-S??-68 4 1.00 125/162/200 1.003 0.501 0.059 0.082
600NS100-*-S??-33 6 1.00 125/162/200 1.371 0.445 0.036 0.047
600NS100-*-S??-43 6 1.00 125/162/200 1.816 0.605 0.046 0.060
600NS100-*-S??-54 6 1.00 125/162/200 2.236 0.745 0.056 0.072
600NS100-*-S??-68 6 1.00 125/162/200 2.742 0.914 0.066 0.085
800NS100-*-S??-331 8 1.00 125/162/200 2.687 0.626 0.037 0.047
800NS100-*-S??-43 8 1.00 125/162/200 3.610 0.872 0.048 0.060
800NS100-*-S??-54 8 1.00 125/162/200 4.492 1.092 0.058 0.072
800NS100-*-S??-68 8 1.00 125/162/200 5.690 1.423 0.070 0.086
Notched Stud Back ing
W it h ½ " Flange
Part No.Stud Properties Mx
(lb*ft)Vy (lb)
Pmax2 (lb)
#10 Screw3
(lb)# Of Screw4
Required for PmaxMil Gauge Fy (ksi)
400NS050-*-S??-33 33 20 33 257 976 308 177 2
400NS050-*-S??-43 43 18 33 379 1739 455 263 2
400NS050-*-S??-54 54 16 50 495 3372 594 500 2
400NS050-*-S??-68 68 14 50 593 4871 712 500 2
600NS050-*-S??-33 33 20 33 406 638 487 177 3
600NS050-*-S??-43 43 18 33 557 1415 668 263 3
600NS050-*-S??-54 54 16 50 767 2822 920 500 2
600NS050-*-S??-68 68 14 50 901 5350 1081 500 3
800NS050-*-S??-33 33 20 33 540 474 474 177 3
800NS050-*-S??-43 43 18 33 752 1051 902 263 4
800NS050-*-S??-54 54 16 50 1008 2091 1210 500 3
800NS050-*-S??-68 68 14 50 1228 4220 1474 500 3
400NS100-*-S??-33 33 20 33 486 976 583 177 4
400NS100-*-S??-43 43 18 33 641 1739 769 263 3
400NS100-*-S??-54 54 16 50 1146 3372 1375 500 3
400NS100-*-S??-68 68 14 50 1432 4871 1718 500 4
600NS100-*-S??-33 33 20 33 683 638 638 177 4
600NS100-*-S??-43 43 18 33 939 1415 1127 263 5
600NS100-*-S??-54 54 16 50 1705 2822 2046 500 5
600NS100-*-S??-68 68 14 50 2183 5350 2620 500 6
800NS100-*-S??-331 33 20 33 944 474 474 177 3
800NS100-*-S??-43 43 18 33 1318 1051 1051 263 4
800NS100-*-S??-54 54 16 50 2375 2091 2091 500 5
800NS100-*-S??-68 68 14 50 3118 4220 3742 500 8
S?? Represent s t he ver t ical st ud spacing.
Allowable Sect ion Proper t ies - Per AI SI Design Cr it er ia
½"
½"
½"
4"
6"
8"
Notched Stud Backing
W ith 1 " Flange
½"
½"
1"
4"
6"
8"
Table Notes 1. 1Web-height t o t hickness rat io exceeds 200. Web st if fener s are required at all suppor t point s and
concent rated loads.
2. Maxim um point load, Pm ax, is det erm ined based on t he m inim um of t he shear capacit y or t he
bending capacit y of t he block ing/ Par t No., or t he num ber of screws wit h proper edge dist ance/
spacing t hat m ay be inst alled. Load assum ed t o act at m id- span t hrough cent roid of Par t No., based
on a span of 24". For st ud spacing of 16" oc, above t ables m ay conser vat ively be used.
3. Num ber of screws det erm ined by div iding Pm ax by capacit y of # 10 screw and rounding up. Screw
m anufact urer shall conf irm t hat t heir screws m eet t he code allowable capacit y indicat ed in t he t able.
4. Screw capacit y based on st ud m at er ial w it h t hickness and y ields st rengt h equal t o t he block ing/
Par t No. Minim um screw spacing and edge dist ance shall not be less t han 3 t im es t he nom inal screw
diam et er (per SSMA). For # 10 screw, 3 x d = 3 x 0. 190" = 0.57".
5. The proper t ies indicated in t he t able have been calculated using CFS version 5.0.2 (RSG Sof t ware I nc.)
6. Tabulat ed values do not consider st ud capacit y. St uds designed by ot her s.
7. All calculat ions based on 2004 AI SI .
Allow able Loads
42
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
NT - Notched Track Backing
Product Applicat ion
The NT notched t rack is used for bracing and br idging of j oist s
and wall studs. Notched Track is also used in hospit als and
schools as m echanical back ing that provides super ior suppor t for
equipm ent and cabinet r y.
Features and Benefit s
• Available in widths of 4", 6", and 8"
• Available in 12", 16", and 24" stud spacing
• Pre- cut notches for f lange at t achm ent
• Elim inates f ield cut t ing
• Provides bracing and br idging suppor t
Nom enclature Exam ple
Notched t rack system com plies with st andard SSMA
nom enclature using the let ter s "NT" as the product
ident if icat ion. Use the following exam ple when order ing notched
t rack system.
Material Com posit ion
• Mill cer t if ied steel
• ASTM: A653/A653M
• 30 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G40 galvanized coat ing
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Spacing 2 4 " oc
Lengt h
in f tNotched
Track
* Stud Flange W idt h
600 NT 162 S24 43 10
6 " W eb W idt h 4 3 m il
- - -
Width
12", 16", and 24"
Stud spacing
*Notch opening will be ⅛" larger than the stud flange width.
43
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
K - Kw ik- Bridge Punch System
Product Applicat ion
Kwik-br idge punch system is a unique patented design that
incorporates a t ab into the punchout of the stud, result ing in
a clean connect ion and reduced labor. The kwik-br idge punch
system elim inates ex t ra component s required in t radit ional
br idging installat ion and can be used with regular cold roll channel.
The cold roll channel is installed through the stud punchout s
perpendicular to the fram ing and at pre-determ ined spacing along
the height of the wall. Once the channel is posit ioned hor izontally
within the wall cavit y, a m ethod of secur ing the channel to each
individual stud will be selected according to the design cr iter ia for
the assembly.
Typically, posit ive at t achm ent is achieved through welding
or by using angle clips and screws. The kwik-br idge punch
system ser ves as an alternat ive m ethod of achieving posit ive
at t achm ent of t he cold rolled channel t o the steel stud. Patent
No. 5943838
Features and Benefit s
• Elim inates use of clip angles, br idging clips, and welding
• No pre- determ ined stud layout required
• Faster inst allat ion saving up to 40% in com bined labor and
m ater ial cost s
• Bend t abs to 90° and at t ach cold roll channel
Nom enclature Exam ple
Kwik-br idge punch system uses the st andard SSMA
nom enclature, but adds a let ter "K" at t he end of t he product
ident if icat ion. Use the following exam ple when order ing studs
with kwik-br idge punch system.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• Available m il t hicknesses
◦ D20, 30EQD, 33EQD, 33EQS, 43EQS, 30, 33, 43, and 54
(not available in D25, 18, 68, 97, or 118)
• Available web widths
◦ 3 ½", 3 ⅝", 4", 5 ½", and 6"
(not available in 1 ⅝", 2 ½", 8" and over)
600 162 43 KS 10
6 " W eb
W idt h
1 ⅝" Leg W idt h
Lengt h in f t
4 3 m il Kw ik- Br idge
Punch SystemStud
- -
44
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Priceless Header and Kw ik-Jam b System
Product Applicat ion
The Pr iceless Header and Kwik-Jam b system is designed cut-
to- length and ready to inst all. This precut assem bly will help
st andardize the inst allat ion process while elim inat ing labor
intensive and expensive convent ional m ethods. I n openings
where addit ional st rength is required, t his
system is excellent for load bear ing applicat ions.
To sim plif y engineer ing, t he Pr iceless Header
and Kwik-Jam b system has several st andard
det ails available that can be easily im por ted into
m ost CAD program s. With indiv idual sect ion proper t y t ables
included, this unique header and jam b system creates sim plicit y
for t he architect , engineer, and cont ractor.
Features and Benefit s
• Sim plif ies engineer design for j am bs and header sizing
• Design sof t ware available for engineers and architect s
• At t achm ent clip provides easy connect ions to Kwik-Jam b
• Flush f inish elim inat ing build up at t he header-j am b connect ion
• Saves 70 to 80 percent in labor cost s
• Pre- cut engineered assem bly reducing waste
• No cut t ing stud f langes or welding required
• I m proved st if fness for def lect ion
• Excellent for load bear ing applicat ions
• Excellent bending st rength in both (x) and (y) direct ions
• Meet s or exceeds building code cr it er ia
• CAD det ails available at SCAFCO.com
View of t he Pr ice less Header and Kw ik-Jam b connect ion
(Exam ple: 6" = 600 x 1/100" )
All m em ber widths are in 1/ 100
(Example: 3 ½" = 350 x 1/100" )
All f lange depths are in 1/ 100
600 350 54
6 " Mem ber W idt h
3 ½ " Flange Dept h
5 4 m ilHeader St yle
--HD
(Exam ple: 6" = 600 x 1/100" )
All m em ber widths are in 1/ 100
(Example: 4 ½" = 450 x 1/100" )
All f lange depths are in 1/ 100
600 450 97
6 " Mem ber W idt h
4 ½ " Flange Dept h
97 m ilHeader St yle
--HDR
Nom enclature Exam ple
HD Header
HDR Header
Order I nform at ion
* Pr ice less Headers are to be ordered to rough opening
w idt h. SCAFCO's engineer ing depar t m ent w ill adjust t he
m em ber lengt h to accom m odate for clip t hickness and
screw build- up to provide a t rue f it .
* Lengt hin f t
* Lengt hin f t
12
12
-
-
IAPMO
UNIFORM
ES
45
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Priceless Header and Kw ik-Jam b System
SCAFCO's HD Header replaces t he stud- in- t rack built - up header and boxed
header assem blies.
SCAFCO's HDR Header replaces t he t radit ional
boxed header system for condit ions w it h
greater ver t ica l and la tera l loads.
SCAFCO's Kw ik-Jam b stud replaces t he
back- to- back studs and boxed stud assem blies.
Built - Up Header Assem bly
Tradit ional Box Header
HD Header
HDR Header
Kw ik-Jam b Stud Tradit ional Box Jam b
46
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Sect ion Proper t ies
Priceless HD Header
Part No.Design
Thickness (in)
Fy (ksi)
Gross Properties Effective Properties x-x Effective Properties y-y Distortional Shear
Area (in2)
wt (lb/ft)
Ix (in4)
Rx (in)
Iy (in4)
Ry (in)
Ix (+) (in4)
Sx (+) (in3)
Max (+) (in-k)
Ix (-) (in4)
Sx (-) (in3)
Max (-) (in-k)
Iy (in4)
Sy (in3)
May (in-k)
May (in-k)
Vax (lb)
Vay (lb)
350HD300-33EQS 0.0295 57 0.331 1.13 0.459 1.178 0.710 1.465 0.416 0.163 4.64 0.383 0.141 4.02 0.586 0.209 5.95 7.61 696 1642
350HD300-43EQS 0.0400 57 0.447 1.52 0.616 1.173 0.954 1.461 0.589 0.261 8.92 0.552 0.236 8.07 0.845 0.349 11.92 13.88 1741 3596
350HD350-54 0.0566 57 0.684 2.33 1.224 1.338 1.491 1.477 1.191 0.553 18.88 1.148 0.589 20.09 1.371 0.641 21.87 22.32 3600 7200
350HD350-68 0.0713 57 0.853 2.90 1.509 1.330 1.843 1.470 1.509 0.735 25.08 1.503 0.747 25.51 1.801 0.851 29.04 30.06 4791 9582
350HD350-97 0.1017 57 1.194 4.06 2.057 1.312 2.525 1.454 2.057 1.046 35.70 2.057 1.046 35.70 2.525 1.248 42.60 46.49 6503 13006
362HD300-33EQS 0.0295 57 0.335 1.14 0.465 1.179 0.769 1.516 0.421 0.163 4.66 0.384 0.139 3.97 0.636 0.218 6.21 7.94 670 1642
362HD300-43EQS 0.0400 57 0.452 1.54 0.624 1.175 1.033 1.511 0.600 0.262 8.94 0.557 0.234 7.99 0.916 0.364 12.42 14.47 1677 3596
362HD350-54 0.0566 57 0.691 2.35 1.240 1.340 1.613 1.528 1.206 0.556 18.98 1.153 0.589 20.12 1.484 0.671 22.89 23.17 3600 7200
362HD350-68 0.0713 57 0.862 2.93 1.529 1.332 1.995 1.521 1.529 0.739 25.21 1.513 0.749 25.55 1.949 0.890 30.38 31.23 4981 9582
362HD350-97 0.1017 57 1.207 4.11 2.085 1.314 2.735 1.505 2.085 1.052 35.89 2.085 1.052 35.89 2.735 1.304 44.52 48.39 6775 13006
400HD300-33EQS 0.0295 57 0.346 1.18 0.483 1.181 0.960 1.666 0.414 0.164 4.68 0.385 0.135 3.85 0.790 0.245 6.98 8.85 604 1642
400HD300-43EQS 0.0400 57 0.467 1.59 0.647 1.177 1.290 1.662 0.609 0.263 8.96 0.555 0.228 7.77 1.139 0.410 14.01 16.09 1510 3596
400HD350-54 0.0566 57 0.712 2.42 1.286 1.344 2.012 1.681 1.251 0.564 19.26 1.167 0.591 20.18 1.854 0.762 26.00 25.74 3600 7200
400HD350-68 0.0713 57 0.889 3.03 1.586 1.336 2.491 1.674 1.586 0.750 25.58 1.540 0.752 25.67 2.434 1.010 34.49 34.77 5553 9582
400HD350-97 0.1017 57 1.245 4.24 2.164 1.318 3.422 1.658 2.164 1.067 36.43 2.164 1.067 36.42 3.422 1.478 50.43 54.13 7590 13006
550HD300-33EQS 0.0295 57 0.390 1.33 0.542 1.179 1.975 2.250 0.485 0.171 4.87 0.395 0.120 3.42 1.612 0.361 10.30 12.47 433 1642
550HD300-43EQS 0.0400 57 0.527 1.79 0.727 1.174 2.659 2.246 0.678 0.267 9.10 0.570 0.202 6.90 2.328 0.606 20.70 22.82 1080 3596
550HD350-54 0.0566 57 0.797 2.71 1.445 1.347 4.124 2.275 1.404 0.589 20.10 1.203 0.596 20.34 3.820 1.157 39.50 36.14 3093 7200
550HD350-68 0.0713 57 0.996 3.39 1.784 1.338 5.118 2.267 1.784 0.784 26.74 1.612 0.761 25.98 5.002 1.528 52.16 49.17 5713 9582
550HD350-97 0.1017 57 1.398 4.76 2.439 1.321 7.073 2.250 2.439 1.117 38.14 2.439 1.090 37.20 7.073 2.224 75.89 77.66 10851 13006
600HD300-33EQS 0.0295 57 0.405 1.38 0.559 1.175 2.408 2.439 0.500 0.172 4.91 0.398 0.116 3.31 1.958 0.401 11.44 13.69 395 1642
600HD300-43EQS 0.0400 57 0.547 1.86 0.750 1.171 3.243 2.435 0.699 0.268 9.16 0.574 0.196 6.68 2.830 0.674 23.00 25.07 987 3596
600HD350-54 0.0566 57 0.825 2.81 1.491 1.344 5.022 2.467 1.449 0.591 20.16 1.211 0.597 20.38 4.659 1.300 44.35 39.66 2823 7200
600HD350-68 0.0713 57 1.032 3.51 1.841 1.336 6.237 2.459 1.841 0.792 27.05 1.628 0.763 26.04 6.095 1.713 58.47 54.05 5713 9582
600HD350-97 0.1017 57 1.449 4.93 2.518 1.318 8.631 2.441 2.518 1.130 38.58 2.481 1.095 37.37 8.631 2.491 85.01 85.69 11622 13006
800HD300-43EQS 0.0400 57 0.627 2.13 0.826 1.148 6.291 3.167 0.769 0.274 9.34 0.586 0.177 6.03 5.267 0.915 31.23 34.08 733 3596
800HD350-54 0.0566 57 0.938 3.19 1.646 1.325 9.683 3.212 1.603 0.596 20.33 1.233 0.600 20.47 9.015 1.919 65.50 53.88 2091 7200
800HD350-68 0.0713 57 1.174 4.00 2.034 1.316 12.046 3.203 2.034 0.820 27.99 1.672 0.768 26.22 11.773 2.517 85.90 73.88 4221 9582
800HD350-97 0.1017 57 1.652 5.62 2.784 1.298 16.737 3.183 2.784 1.171 39.97 2.599 1.108 37.80 16.737 3.649 124.54 118.57 11622 13006
Table Notes:1. Ef fect ive proper t ies based on t he "Nor t h Am er ican Specif icat ion for t he Design of Cold- Form ed
St ruct ural Mem ber s", 2007 edit ion.
2. Ef fect ive I x x, I y y is t he Mom ent of I ner t ia for def lect ion based on NASPEC 'Procedure 1'.
3. Allowable Mom ent (Max and May) of com bined sect ion are based on a non- com posit e relat ive
st if fness m odel.
4. Dist or t ional buck ling is based on Kf = 0.
5. Max-x is for bending about t he x-x ax is. May-y is for bending about t he y-y ax is.
6. Vax is t he allowable shear force parallel t o t he x-x ax is. Vay is t he allowable shear force parallel t o
t he y-y ax is.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 127 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Y
Y
XX
Track st rength not included in t he sect ion proper t ies
For Pr iceless Header t o Kwik-Jam b connect ion clip capacit ies, cont act SCAFCO's engineer ing depar tm ent at 509-343-9000 or [email protected] .
47
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Priceless HDR Header
Sect ion Proper t ies
Y
Y
XX
Part No.Design
Thickness (in)
Fy (ksi)
Gross Properties Effective Properties x-x Effective Properties y-y Distortional Shear
Area (in2)
wt (lb/ft)
Ix (in4)
Rx (in)
Iy (in4)
Ry (in)
Ix (+) (in4)
Sx (+) (in3)
Max (+) (in-k)
Ix (-) (in4)
Sx (-) (in3)
Max (-) (in-k)
Iy (in4)
Sy (in3)
May (in-k)
May (in-k)
Vax (lb)
Vay (lb)
350HDR200-33EQS 0.0295 57 0.541 1.842 0.419 0.880 0.854 1.256 0.321 0.150 5.1 0.389 0.226 7.72 0.707 0.340 11.59 11.75 1195 4330
350HDR350-54 0.0566 57 1.368 4.654 2.597 1.378 2.146 1.253 2.514 0.907 31.0 2.599 1.080 36.87 1.944 0.913 31.15 31.55 5519 15712
350HDR350-68 0.0713 57 1.710 5.817 3.205 1.369 2.658 1.247 3.242 1.201 41.0 3.284 1.372 46.83 2.492 1.183 40.39 42.82 7097 21837
350HDR350-97 0.1017 57 2.400 8.165 4.375 1.350 3.660 1.235 4.510 1.889 64.5 4.510 1.889 64.49 3.548 1.774 60.56 65.10 9614 30185
362HDR200-33EQS 0.0295 57 0.549 1.868 0.430 0.885 0.933 1.304 0.329 0.152 5.2 0.402 0.231 7.88 0.777 0.360 12.30 12.46 1161 4378
362HDR350-54 0.0566 57 1.382 4.702 2.650 1.385 2.345 1.303 2.564 0.917 31.3 2.642 1.087 37.09 2.133 0.967 32.99 33.14 5580 15812
362HDR350-68 0.0713 57 1.727 5.878 3.270 1.376 2.906 1.297 3.307 1.215 41.5 3.351 1.386 47.32 2.731 1.253 42.75 45.00 7470 21981
362HDR350-97 0.1017 57 2.425 8.252 4.468 1.357 4.003 1.285 4.606 1.930 65.9 4.606 1.930 65.87 3.889 1.876 64.02 69.05 10132 30022
400HDR200-33EQS 0.0295 57 0.571 1.943 0.460 0.897 1.196 1.447 0.352 0.159 5.4 0.426 0.236 8.05 1.010 0.425 14.52 14.39 1070 4506
400HDR350-54 0.0566 57 1.424 4.846 2.802 1.403 3.008 1.453 2.707 0.945 32.3 2.764 1.107 37.77 2.761 1.135 38.74 38.00 5749 16087
400HDR350-68 0.0713 57 1.781 6.060 3.460 1.394 3.730 1.447 3.496 1.252 42.7 3.517 1.416 48.33 3.526 1.468 50.10 51.67 8605 21802
400HDR350-97 0.1017 57 2.501 8.511 4.735 1.376 5.146 1.434 4.880 1.988 67.9 4.880 1.988 67.85 5.027 2.192 74.80 80.54 11713 29596
550HDR200-33EQS 0.0295 57 0.659 2.244 0.560 0.921 2.663 2.010 0.425 0.177 6.0 0.506 0.253 8.65 2.315 0.719 24.54 21.99 809 4637
550HDR350-54 0.0566 57 1.594 5.424 3.328 1.445 6.692 2.049 3.203 1.032 35.2 3.179 1.165 39.76 6.247 1.882 64.25 58.03 5477 15540
550HDR450-68 0.0713 57 2.280 7.758 7.220 1.779 9.692 2.062 7.236 2.055 70.1 7.061 2.199 75.04 8.842 2.498 85.24 83.46 9874 24432
550HDR450-97 0.1017 57 3.213 10.934 9.976 1.762 13.456 2.046 10.199 3.202 109.3 10.199 3.202 109.29 12.800 3.780 129.02 132.53 18071 36991
550HDR450-127 0.1337 57 4.170 14.191 12.675 1.743 17.185 2.030 13.040 4.130 141.0 13.040 4.130 140.97 16.831 5.189 177.10 184.98 22550 46189
600HDR200-33EQS 0.0295 57 0.689 2.344 0.588 0.924 3.313 2.193 0.445 0.181 6.2 0.528 0.258 8.80 2.896 0.828 28.27 24.54 748 4572
600HDR350-54 0.0566 57 1.651 5.617 3.480 1.452 8.309 2.244 3.346 1.055 36.0 3.296 1.179 40.24 7.774 2.155 73.56 64.83 5073 15290
600HDR450-68 0.0713 57 2.351 8.001 7.534 1.790 12.030 2.262 7.547 2.097 71.6 7.304 2.223 75.88 10.992 2.865 97.80 93.31 10071 24048
600HDR450-97 0.1017 57 3.315 11.280 10.419 1.773 16.724 2.246 10.650 3.266 111.5 10.592 3.249 110.89 15.933 4.336 147.98 148.89 20283 36505
600HDR450-127 0.1337 57 4.304 14.646 13.248 1.754 21.389 2.229 13.632 4.216 143.9 13.632 4.216 143.89 20.975 5.940 202.75 208.33 25468 45817
800HDR250-43EQS 0.04 57 1.173 3.990 1.418 1.100 10.158 2.943 1.205 0.415 14.2 1.274 0.512 17.46 9.322 1.984 67.71 55.02 1405 7554
800HDR350-54 0.0566 57 1.877 6.387 3.996 1.459 16.912 3.002 3.831 1.124 38.3 3.689 1.220 41.66 15.905 3.355 114.52 92.48 3911 14578
800HDR450-68 0.0713 57 2.637 8.971 8.624 1.809 24.410 3.043 8.621 2.229 76.1 8.131 2.295 78.33 22.386 4.487 153.15 133.38 7977 22907
800HDR450-97 0.1017 57 3.722 12.664 11.950 1.792 34.065 3.025 12.209 3.468 118.4 11.877 3.373 115.14 32.582 6.781 231.44 216.29 21515 34910
800HDR450-127 0.1337 57 4.839 16.466 15.228 1.774 43.750 3.007 15.676 4.482 153.0 15.676 4.482 152.98 43.028 9.231 315.07 305.28 36407 44763
1000HDR250-54 0.0566 57 1.877 6.387 2.165 1.074 24.835 3.637 2.052 0.674 23.0 2.017 0.767 26.18 24.228 4.482 152.99 114.68 3227 10838
1000HDR450-68 0.0713 57 2.922 9.942 9.502 1.803 42.063 3.794 9.485 2.322 79.3 8.782 2.342 79.92 38.673 6.333 216.15 174.07 6493 22159
1000HDR450-97 0.1017 57 4.129 14.048 13.181 1.787 58.850 3.775 13.463 3.608 123.2 12.871 3.450 117.74 56.424 9.554 326.09 285.79 19146 33814
1000HDR450-127 0.1337 57 5.374 18.286 16.816 1.769 75.789 3.755 17.317 4.667 159.3 17.085 4.605 157.17 74.641 12.941 441.70 406.41 37650 43515
1200HDR250-54 0.0566 57 2.103 7.157 2.321 1.051 39.181 4.316 2.194 0.693 23.7 2.142 0.780 26.64 38.367 5.565 189.96 139.23 2711 10635
1200HDR450-68 0.0713 57 3.207 10.912 10.225 1.786 65.559 4.521 10.196 2.391 81.6 9.313 2.374 81.04 60.471 8.398 286.64 214.95 5471 21634
1200HDR450-97 0.1017 57 4.535 15.433 14.193 1.769 91.891 4.501 14.494 3.712 126.7 13.669 3.501 119.50 88.271 12.634 431.22 356.18 16121 33023
1200HDR450-127 0.1337 57 5.909 20.105 18.120 1.751 118.575 4.480 18.663 4.804 164.0 18.199 4.684 159.88 116.884 17.045 581.79 510.06 36349 42568
Table Notes:1. Ef fect ive proper t ies based on t he "Nor t h Am er ican Specif icat ion for t he Design of Cold- Form ed
St ruct ural Mem ber s", 2007 edit ion.
2. Ef fect ive I x x, I y y is t he Mom ent of I ner t ia for def lect ion based on NASPEC 'Procedure 1'.
3. Allowable Mom ent (Max and May) of com bined sect ion are based on a non- com posit e relat ive
st if fness m odel.
4. Dist or t ional buck ling is based on Kf = 0.
5. Max-x is for bending about t he x-x ax is. May-y is for bending about t he y-y ax is.
6. Vax is t he allowable shear force parallel t o t he x-x ax is. Vay is t he allowable shear force parallel t o
t he y-y ax is.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 127 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
For Pr iceless Header t o Kwik-Jam b connect ion clip capacit ies, cont act SCAFCO's engineer ing depar tm ent at 509-343-9000 or [email protected] .
48
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Y
Y
XX
Design Diagram Exam ple
Nom enclature Exam ple
Priceless Kw ik-Jam b
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 127 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Opening width
See note below
Tributary area
Stud spacing oc
Headerheight
Overall wallheight
600 338 68
6 " W eb W idt h
3 ⅜" Flange Dept h
Lengt hin f t
6 8 m ilKw ik-Jam b
Stud
-KJS 10-
Note: Pr ice less Headers are to be ordered to rough opening w idt h. SCAFCO's engineer ing depar t m ent w ill adjust t he
m em ber lengt h to accom m odate for clip t hickness and screw build- up to provide a t rue f it .
49
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Part No.Design
Thickness (in)
Fy (ksi)
Gross Properties Effective Properties Torsional Propertiesß Lu
(in)Area (in2)
Weight (lb/ft)
Ixx (in4)
Sxx (in3)
Rx (in)
Iyy (in4)
Ry (in)
Ixx (in4)
Sxx (in3)
MaFy (in-k)
Ma-Dist (in-k)
KΦC (in-lb/in)
Vag (lb)
VaNet (lb)
Jx1000 (in4)
Cw (in6)
Xo (in)
m (in)
Ro (in)
350KJS238-33EQS2 0.0295 57 0.272 0.93 0.580 0.331 1.460 0.225 0.909 0.527 0.175 4.99 6.09 0.00 696 390 0.079 0.692 -2.119 1.233 2.729 0.397 46.9
350KJS238-43EQS 0.0400 57 0.367 1.25 0.778 0.444 1.455 0.300 0.905 0.744 0.307 10.47 10.77 0.00 1741 714 0.196 0.917 -2.107 1.226 2.716 0.398 46.8
350KJS238-54 0.0566 57 0.514 1.75 1.076 0.615 1.447 0.413 0.896 1.071 0.468 15.99 17.1 0.00 3600 1011 0.549 1.250 -2.087 1.215 2.693 0.400 46.8
350KJS338-54 0.0566 57 0.670 2.28 1.449 0.828 1.471 1.123 1.295 1.354 0.598 20.43 22.06 0.00 3600 1011 0.715 4.742 -3.347 1.898 3.879 0.255 72.1
350KJS338-68 0.0713 57 0.836 2.84 1.791 1.023 1.464 1.384 1.287 1.767 0.817 27.88 29.66 0.00 4791 1023 1.416 5.820 -3.329 1.889 3.858 0.255 72.3
350KJS338-97 0.1017 57 1.169 3.98 2.452 1.401 1.448 1.885 1.270 2.452 1.215 41.45 45.76 0.00 6503 883 4.030 7.862 -3.291 1.868 3.814 0.255 72.9
350KJS338-127 0.1337 57 1.505 5.12 3.084 1.762 1.431 2.355 1.251 3.084 1.690 57.68 60.14 0.00 8092 746 8.967 9.755 -3.252 1.847 3.767 0.255 73.9
362KJS238-33EQS2 0.0295 57 0.276 0.94 0.627 0.346 1.508 0.228 0.909 0.570 0.183 5.21 6.32 0.00 670 402 0.080 0.739 -2.099 1.224 2.740 0.413 46.8
362KJS238-43EQS 0.0400 57 0.372 1.27 0.842 0.464 1.504 0.304 0.904 0.806 0.319 10.88 11.18 0.00 1677 736 0.198 0.979 -2.087 1.217 2.726 0.414 46.7
362KJS238-54 0.0566 57 0.521 1.77 1.165 0.643 1.495 0.418 0.896 1.160 0.488 16.65 17.77 0.00 3600 1085 0.556 1.335 -2.066 1.206 2.703 0.416 46.6
362KJS338-54 0.0566 57 0.677 2.30 1.568 0.865 1.523 1.138 1.297 1.467 0.624 21.29 22.91 0.00 3600 1085 0.723 4.999 -3.323 1.890 3.879 0.266 71.7
362KJS338-68 0.0713 57 0.845 2.87 1.939 1.070 1.515 1.403 1.289 1.913 0.853 29.10 30.83 0.00 4981 1144 1.431 6.137 -3.305 1.880 3.857 0.266 71.8
362KJS338-97 0.1017 57 1.182 4.02 2.656 1.466 1.499 1.910 1.271 2.656 1.271 43.38 47.65 0.00 6775 997 4.074 8.297 -3.267 1.860 3.813 0.266 72.4
362KJS338-127 0.1337 57 1.522 5.18 3.344 1.845 1.482 2.387 1.253 3.344 1.769 60.39 62.97 0.00 8449 852 9.067 10.302 -3.227 1.838 3.766 0.266 73.3
400KJS238-33EQS2 0.0295 57 0.287 0.98 0.783 0.392 1.652 0.236 0.907 0.710 0.207 5.91 7.03 0.00 604 433 0.083 0.892 -2.040 1.199 2.778 0.460 46.4
400KJS238-43EQS 0.0400 57 0.387 1.32 1.051 0.526 1.648 0.315 0.902 1.010 0.355 12.13 12.42 0.00 1510 794 0.206 1.182 -2.028 1.192 2.765 0.462 46.4
400KJS238-54 0.0566 57 0.542 1.84 1.457 0.729 1.639 0.433 0.894 1.451 0.546 18.63 19.8 0.00 3600 1306 0.579 1.615 -2.008 1.181 2.742 0.464 46.3
400KJS338-54 0.0566 57 0.698 2.37 1.957 0.979 1.675 1.180 1.301 1.837 0.699 23.87 25.46 0.00 3600 1306 0.745 5.829 -3.253 1.863 3.883 0.298 70.6
400KJS338-68 0.0713 57 0.871 2.96 2.422 1.211 1.667 1.455 1.292 2.393 0.959 32.75 34.35 0.00 5553 1546 1.476 7.163 -3.234 1.853 3.861 0.298 70.7
400KJS338-97 0.1017 57 1.220 4.15 3.326 1.663 1.651 1.983 1.275 3.326 1.444 49.28 53.35 0.00 7590 1376 4.205 9.703 -3.196 1.832 3.817 0.299 71.1
400KJS338-127 0.1337 57 1.572 5.35 4.197 2.098 1.634 2.481 1.256 4.197 2.012 68.68 71.62 0.00 9521 1208 9.366 12.074 -3.156 1.811 3.769 0.299 71.8
550KJS238-33EQS2 0.0295 57 0.331 1.13 1.616 0.587 2.209 0.263 0.891 1.439 0.344 9.79 9.89 0.00 433 433 0.096 1.696 -1.840 1.111 3.010 0.626 45.8
550KJS238-43EQS 0.0400 57 0.447 1.52 2.173 0.790 2.204 0.351 0.887 2.074 0.589 20.09 17.43 92.60 1080 943 0.238 2.254 -1.828 1.105 2.998 0.628 45.6
550KJS238-54 0.0566 57 0.627 2.13 3.021 1.099 2.195 0.483 0.878 2.976 0.914 31.19 28.09 208.50 3093 1881 0.670 3.091 -1.808 1.094 2.976 0.631 45.4
550KJS338-54 0.0566 57 0.783 2.66 4.019 1.462 2.266 1.327 1.302 3.751 1.145 39.09 35.83 151.30 3093 1881 0.836 10.112 -2.996 1.757 3.976 0.432 68.1
550KJS338-68 0.0713 57 0.978 3.33 4.986 1.813 2.258 1.637 1.294 4.904 1.517 51.79 48.7 223.30 5713 2703 1.658 12.462 -2.977 1.747 3.954 0.433 68.1
550KJS338-97 0.1017 57 1.372 4.67 6.888 2.505 2.240 2.235 1.276 6.888 2.214 75.56 76.76 0.00 10850 3449 4.731 16.984 -2.939 1.727 3.910 0.435 68.1
550KJS338-127 0.1337 57 1.772 6.03 8.748 3.181 2.222 2.803 1.258 8.748 3.070 104.80 106.85 0.00 13807 3186 10.561 21.272 -2.898 1.706 3.862 0.437 68.3
600KJS238-33EQS1, 2 0.0295 57 0.346 1.18 1.973 0.658 2.389 0.270 0.884 1.729 0.374 10.65 10.84 0.00 395 395 0.100 2.037 -1.783 1.085 3.109 0.671 45.6
600KJS238-43EQS 0.0400 57 0.467 1.59 2.655 0.885 2.384 0.361 0.880 2.545 0.641 21.88 19.1 79.80 987 976 0.249 2.709 -1.771 1.079 3.098 0.673 45.4
600KJS238-54 0.0566 57 0.655 2.23 3.694 1.231 2.374 0.497 0.871 3.634 1.029 35.14 30.89 244.60 2823 1947 0.700 3.719 -1.752 1.068 3.076 0.676 45.2
600KJS338-54 0.0566 57 0.811 2.76 4.898 1.633 2.457 1.369 1.299 4.577 1.286 43.90 39.34 180.70 2823 1947 0.866 11.904 -2.920 1.724 4.031 0.475 67.6
600KJS338-68 0.0713 57 1.014 3.45 6.080 2.027 2.449 1.689 1.291 5.980 1.701 58.07 53.57 276.00 5713 3074 1.718 14.682 -2.901 1.714 4.010 0.477 67.6
600KJS338-97 0.1017 57 1.423 4.84 8.410 2.803 2.431 2.307 1.273 8.410 2.480 84.64 84.76 0.00 11622 4224 4.907 20.038 -2.863 1.694 3.966 0.479 67.5
600KJS338-127 0.1337 57 1.839 6.26 10.697 3.566 2.412 2.895 1.255 10.697 3.439 117.38 118.45 0.00 15236 4043 10.959 25.137 -2.822 1.673 3.919 0.481 67.6
800KJS238-43EQS 0.0400 57 0.547 1.86 5.193 1.298 3.081 0.394 0.849 5.047 0.852 29.08 25.71 52.50 733 733 0.292 5.059 -1.579 0.988 3.564 0.804 44.8
800KJS238-54 0.0566 57 0.769 2.62 7.242 1.811 3.070 0.542 0.840 7.169 1.427 48.69 42.03 211.30 2091 2091 0.821 6.960 -1.561 0.978 3.544 0.806 44.5
800KJS338-54 0.0566 57 0.924 3.14 9.460 2.365 3.199 1.511 1.278 8.959 1.756 59.94 53.52 137.60 2091 2091 0.987 21.059 -2.656 1.606 4.350 0.627 66.3
800KJS338-68 0.0713 57 1.156 3.94 11.766 2.941 3.190 1.865 1.270 11.577 2.501 85.35 73.34 432.60 4221 3367 1.960 26.026 -2.637 1.597 4.329 0.629 66.2
800KJS338-97 0.1017 57 1.627 5.53 16.341 4.085 3.170 2.551 1.252 16.341 3.633 124.01 117.52 439.40 11622 6340 5.608 35.674 -2.600 1.577 4.286 0.632 65.9
800KJS338-127 0.1337 57 2.107 7.17 20.876 5.219 3.148 3.203 1.233 20.876 5.028 171.62 166.38 663.00 20087 8112 12.552 44.960 -2.560 1.557 4.241 0.636 65.8
1000KJS338-54 0.0566 57 1.037 3.53 15.870 3.174 3.911 1.622 1.250 15.211 2.191 74.77 67.7 92.80 1661 1661 1.108 33.638 -2.441 1.506 4.777 0.739 65.5
1000KJS338-68 0.0713 57 1.299 4.42 19.765 3.953 3.901 2.003 1.242 19.557 3.194 109.03 93.26 350.20 3345 3345 2.201 41.626 -2.423 1.497 4.757 0.740 65.3
1000KJS338-97 0.1017 57 1.830 6.23 27.525 5.505 3.878 2.740 1.224 27.525 4.928 168.20 150.98 771.90 9864 7177 6.309 57.212 -2.387 1.478 4.715 0.744 65.0
1000KJS338-127 0.1337 57 2.374 8.08 35.268 7.054 3.854 3.442 1.204 35.268 6.800 232.09 216.01 1319.30 20087 10894 14.146 72.308 -2.348 1.458 4.671 0.747 64.6
1200KJS338-541 0.0566 57 1.151 3.92 24.356 4.059 4.601 1.711 1.219 23.101 2.626 89.64 81.5 72.90 1377 1377 1.229 49.918 -2.262 1.419 5.270 0.816 64.8
1200KJS338-68 0.0713 57 1.442 4.91 30.362 5.060 4.589 2.113 1.211 30.232 3.804 129.85 112.8 251.00 2771 2771 2.443 61.824 -2.245 1.410 5.250 0.817 64.5
1200KJS338-97 0.1017 57 2.033 6.92 42.368 7.061 4.565 2.891 1.192 42.368 6.362 217.13 184.33 1071.50 8147 7411 7.010 85.124 -2.210 1.392 5.210 0.820 64.1
1200KJS338-127 0.1337 57 2.641 8.99 54.408 9.068 4.539 3.632 1.173 54.408 8.752 298.72 266.19 1907.90 18773 12782 15.739 107.790 -2.173 1.372 5.167 0.823 63.7
Sect ion Proper t ies
Priceless Kw ik-Jam b
1 Where noted, web-height t o t hickness rat io exceeds 200. Web st if fener s are required at all suppor t point s and concent rated loads.
2 33EQS ef fect ive proper t ies calculated using DSM.
For Pr iceless Header t o Kwik-Jam b connect ion clip capacit ies, cont act SCAFCO's engineer ing depar tm ent at 509-343-9000 or [email protected] .
50
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Per fect Curve™ Product s
Product Applicat ion
• High-quality and t im e saving
• Guaranteed accuracy through CAD software; designed and
m anufactured direct ly from project plans
• Assem bled with steel r ivets or welding; reducing built - in
st resses
• Eliminates ield modiied standard framing members; no more lat spots or weak sections from ield cutting and crim ping
• Delivered ready to install
Features and Benefit s• Curved products are fabricated from mill certiied prime
steel and conform to all applicable ASTM speciications using precise, com puter-cont rolled processes.
• Curved products are available in a variety of thicknesses,
from 30m il to 97 m il.
• SCAFCO prom ises a perfect curved wall with st ructural
strength and no lat spots.
• SCAFCO offers quick installat ion which will decrease layout
t im e, considerably reducing your project schedule.
◦ Once Per fect Cur ve Product s are delivered, sim ply set t hem in place and anchor them down.
◦ Per fect Cur ve elim inates labor- intensive cr im ping or cut t ing of t he t rack at j ob sites.
◦ Match your cur ve's top and bot tom t rack within 1/ 32 inch in 12 feet .
• Opt ional end t abs are available for splicing pieces together.
• When used in a st ructural applicat ion, t he Per fect Cur ve
product s shall be reviewed and approved by the Architect or
Engineer of record.
Using Per fect- Cur ve Wall Product s assures t he architect 's v ision is delivered while saving t he cont ractor an im m ense am ount of t im e over t radit ional m ethods.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
• 30 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G40 galvanized coat ing
◦ Steel r ivet assem bly only
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
◦ Steel r ivet assem bly only
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
◦ Steel r ivet or welded assem bly
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
◦ Steel r ivet or welded assem bly
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
◦ Steel r ivet or welded assem bly
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
◦ Welded assem bly only
51
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Per fect Curve™ Product s
Per fect Cur ve order form s are found on pages 6 6 t hrough 71 of t his cat a log.
Endless Possibilit ies w ith Per fect Curve™ Products!
Choose your solut ion for curved w alls, circles, soff it s, dom es, and arched ceilings.
Per fect Cur ve™ W all Track
Where cur ved walls
and suspended walls
are required, Per fect
Cur ve is t he best
solut ion available
today. Turning cur ved
t rack on it s side
allows uses in dom es
and bar reled ceilings,
of fer ing durabilit y and
ease of inst allat ion.
Per fect Cur ve™ Z-Track
Designed for use
in m ult i- level drop
ceilings and com plex
radii. Available in
curved leg or curved
web applicat ions.
Shown as
Arched Z-Track
Per fect Cur ve™ Angle
I ntended for
const ruct ion of
sm ooth, cur ved sof f it
edges and dropped
circular ceilings.
Shown as
Curved Angle Leg-In
Per fect Cur ve™
Arch Track
Designed for
const ruct ing arched
openings, vaulted
ceilings and one-
piece sof f it faces in
ceilings and ex t ruded
illum inated ceiling
panes.
Shown as
Arched Track Leg- Out
Per fect Cur ve™
Slot ted Track
Built t o accom m odate
ver t ical def lect ion
in cur ved walls.
Available in m ult iple
radii with the opt ion
of larger slot s for
addit ional m ovem ent .
52
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
SLT - Slot ted Leg Track
Features and Benefit s
• Fire- rated def lect ion system
• Allows up to 1 ½" of ver t ical m ovem ent
• UL Classif ied in over 80 approved f ire rated system s
• Provides posit ive at t achm ent for wall st rength
• Absorbs head-of-wall and f loor ex tension or com pression
m ovem ent
• I ntegrated wit h t radit ional wall system s
• Easy inst allat ion reducing labor cost s
• Custom shapes and slot sizes available
• Available in custom widths and thicknesses
• Web depths bet ween 2 ½" and 8"
Product Applicat ion
SLT slot ted t rack is t he indust r y prefer red f ire- rated system for
achieving inter ior and ex ter ior head- of-wall def lect ion. SCAFCO
slot ted t rack has m et the m ovem ent and cycling requirem ent s
of ANSI / UL 2079, and is UL classif ied for 1, 2, 3, and 4 hour f ire
rat ings in head- of-wall f ire- rated j oint system s.
Material Com posit ion
• Mill cer t if ied steel
• ASTM: A 653 / A 653M
• D20
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G40 galvanized coat ing
• 30EQD
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G40 galvanized coat ing
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m i
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
250SLT250-D20 D20 20 0.0188 2 ½"
250SLT250-30EQD 30EQD 20 0.0235 2 ½"
250SLT250-33EQS 33EQS 20 (S) 0.0295 2 ½"
250SLT250-33 33 20 (S) 0.0346 2 ½"
250SLT250-43EQS 43EQS 18 0.0400 2 ½"
250SLT250-43 43 18 0.0451 2 ½"
250SLT250-54 54 16 0.0566 2 ½"
250SLT250-68 68 14 0.0713 2 ½"
250SLT250-97 97 12 0.1017 2 ½"
350SLT250-D20 D20 20 0.0188 3 ½"
350SLT250-30EQD 30EQD 20 0.0235 3 ½"
350SLT250-33EQS 33EQS 20 (S) 0.0400 3 ½"
350SLT250-33 33 20 (S) 0.0346 3 ½"
350SLT250-43EQS 43EQS 18 0.0400 3 ½"
350SLT250-43 43 18 0.0451 3 ½"
350SLT250-54 54 16 0.0566 3 ½"
350SLT250-68 68 14 0.0713 3 ½"
350SLT250-97 97 12 0.1017 3 ½"
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
362SLT250-D20 D20 20 0.0188 3 ⅝"362SLT250-30EQD 30EQD 20 0.0235 3 ⅝"362SLT250-33EQS 33EQS 20 (S) 0.0295 3 ⅝"
362SLT250-33 33 20 (S) 0.0346 3 ⅝"362SLT250-43EQS 43EQS 18 0.0400 3 ⅝"
362SLT250-43 43 18 0.0451 3 ⅝"362SLT250-54 54 16 0.0566 3 ⅝"362SLT250-68 68 14 0.0713 3 ⅝"362SLT250-97 97 12 0.1017 3 ⅝"
400SLT250-D20 D20 20 0.0188 4"
400SLT250-30EQD 30EQD 20 0.0235 4"
400SLT250-33EQS 33EQS 20 (S) 0.0295 4"
400SLT250-33 33 20 (S) 0.0346 4"
400SLT250-43EQS 43EQS 18 0.0400 4"
400SLT250-43 43 18 0.0451 4"
400SLT250-54 54 16 0.0566 4"
400SLT250-68 68 14 0.0713 4"
400SLT250-97 97 12 0.1017 4"
Quant it y / Order I nform at ion
UL Classif ied for US and Canada UL File No. R2 5 017
Slot ted Angle
Slot ted Cur ved
Track
Slot ted Rake
Track
Pit ched Slot ted
Track
Addit ional Slot ted Track St yles
For Slotted Track allowable lateral load values, contact SCAFCO's engineering department at 509-343-9000 or [email protected].
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
600SLT250-D20 D20 20 0.0188 6"
600SLT250-30EQD 30EQD 20 0.0235 6"
600SLT250-33EQS 33EQS 20 (S) 0.0400 6"
600SLT250-33 33 20 (S) 0.0346 6"
600SLT250-43EQS 43EQS 18 0.0400 6"
600SLT250-43 43 18 0.0451 6"
600SLT250-54 54 16 0.0566 6"
600SLT250-68 68 14 0.0713 6"
600SLT250-97 97 12 0.1017 6"
800SLT250-33 33 20 (S) 0.0346 8"
800SLT250-43EQS 43EQS 18 0.0400 8"
800SLT250-43 43 18 0.0451 8"
800SLT250-54 54 16 0.0566 8"
800SLT250-68 68 14 0.0713 8"
800SLT250-97 97 12 0.1017 8”
IAPMO
UNIFORM
ES
53
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
SLT - Slot ted Leg Track
Specif ied Technologies I nc. ( STI )
HW-D-0003 HW-D-0034 HW-D-0043 HW-D-0044 HW-D-0054 HW-D-0088HW-D-0099 HW-D-0102 HW-D-0136 HW-D-0137 HW-D-0152 HW-D-0194HW-D-0210 HW-D-0241 HW-D-0242 HW-D-0243 HW-D-0260 HW-D-0485HW-D-0486 HW-D-0548 HW-D-0549 HW-D-0642 HW-D-0644 HW-D-0645HW-D-0646
Trem co I ncorporated
HW-D-0016 HW-D-0091
3 M Com pany
HW-D-0020 HW-D-0021 HW-D-0029 HW-D-0031 HW-D-0101 HW-D-0111HW-D-0134 HW-D-0170 HW-D-0173 HW-D-0205 HW-D-0265 HW-D-0517
Passive Fire Protect ion Par t ners ( PFPP)
HW-D-0024 HW-D-0025 HW-D-0036 HW-D-0062 HW-D-0063 HW-D-0071HW-D-0072 HW-D-0073 HW-D-0162 HW-D-0185 HW-D-0263 HW-D-0271HW-D-0272 HW-D-0278
HI LTI I nc.
CJ-D-0004 HW-D-0042 HW-D-0045 HW-D-0046 HW-D-0049 HW-D-0076HW-D-0077 HW-D-0082 HW-D-0083 HW-D-0084 HW-D-0085 HW-D-0087HW-D-0089 HW-D-0106 HW-D-0154 HW-D-0184 HW-D-0190 HW-D-0218HW-D-0259 HW-D-0313 HW-D-0322 HW-D-0541 HW-D-0542 HW-D-0564HW-D-0569 HW-D-0570 HW-D-0571 HW-D-0572 HW-D-0640 HW-D0687
John Manville I nternat ional I nc.
HW-D-0047 HW-D-0048 HW-D-0067 HW-D-0068 HW-D-0069 HW-D-0167HW-D-0186 HW-D-0193 HW-D-0195 HW-D-0246 HW-D-0275 HW-D-0277HW-D-0293
Rectorseal
HW-D-0107 HW-D-0108 HW-D-0144 HW-D-0146 HW-D-0217
United St ates Gypsum ( USG)
HW-D-0160
Henkel Corporat ion
HW-D-0183 HW-D-0341
Firest ik
HW-D-0420 HW-D-0421 HW-D-0453 HW-D-0455 HW-D-0461 HW-D-0462HW-D-0463 HW-D-0475 HW-D-0476 HW-D-0477 HW-D-0480
A/ D Fire Protect ion System s I nc
HW-D-0467 HW-D-0468
Grabber Const ruct ion Product s I nc.
HW-D-0532
UL num ber s do not apply t o t he non-st andard shapes.
Det ails and inform at ion of each individual system can be found in t he XHBN sect ion of Volum e 2 of t he UL Fire Resist ance Director y, or can be downloaded from SCAFCO.COM
UL Joint System s Num bers
2 ½ "
½ "½ "
¼ "
1 ½ "
1" on center
Slot ted Track
# 8 Fasteners
Steel Stud
12" oc
Single slots ¼ " wide x 1 ½ " - 2" long
Standard
2 ½ "
12" oc
Single slots ¼ " wide x 8" long
SLT/ SS8
2 ½ "
12" oc
Double slots ¼ " wide x 8" long
SLT/ DS8
12" oc
Offset slots ¼ " wide x 6" long
SLT/ OS6
Sect ion View Dim ensions
Slot Configurat ions
54
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
SDLT - Slot ted Deep Leg Track
Features and Benefit s
• Fire- rated def lect ion system
• St andard slot ted t rack allows up to 2" of ver t ical m ovem ent
• Custom shapes and slot sizes available
• UL Classif ied in 14 approved f ire- rated system s
• Provides posit ive at t achm ent for wall st rength
• Absorbs head-of-wall and f loor ex tension or com pression
m ovem ent
• Available in custom widths and thicknesses
• I ntegrated wit h t radit ional wall system s
• Easy inst allat ion reduces labor cost s
• Web depths bet ween 2 ½" and 8"
Product Applicat ion
SDLT slot ted deep leg t rack is a f ire- rated system for achieving
inter ior and ex ter ior head- of-wall def lect ion. SCAFCO slot ted
deep leg t rack has m et t he m ovem ent and cycling requirem ent s
of ANSI / UL 2079, and is UL classif ied for 1-, 2-, 3-, and 4-hour
f ire rat ings in head- of-wall f ire- rated j oint system s.
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
250SDLT325-33EQS 33EQS 20 0.0295 2 ½"
250SDLT325-33 33 20 0.0346 2 ½"
250SDLT325-43EQS 43EQS 18 0.0400 2 ½"
250SDLT325-43 43 18 0.0451 2 ½"
250SDLT325-54 54 16 0.0566 2 ½"
250SDLT325-68 68 14 0.0713 2 ½"
250SDLT325-97 97 12 0.1017 2 ½"
350SDLT325-33EQS 33EQS 20 0.0295 3 ½"
350SDLT325-33 33 20 0.0346 3 ½"
350SDLT325-43EQS 43EQS 18 0.0400 3 ½"
350SDLT325-43 43 18 0.0451 3 ½"
350SDLT325-54 54 16 0.0566 3 ½"
350SDLT325-68 68 14 0.0713 3 ½"
350SDLT325-97 97 12 0.1017 3 ½"
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
362SDLT325-33EQS 33EQS 20 0.0295 3 ⅝"362SDLT325-33 33 20 0.0346 3 ⅝"
362SDLT325-43EQS 43EQS 18 0.0400 3 ⅝"362SDLT325-43 43 18 0.0451 3 ⅝"362SDLT325-54 54 16 0.0566 3 ⅝"362SDLT325-68 68 14 0.0713 3 ⅝"362SDLT325-97 97 12 0.1017 3 ⅝"
400SDLT325-33EQS 33EQS 20 0.0295 4"
400SDLT325-33 33 20 0.0346 4"
400SDLT325-43EQS 43EQS 18 0.0400 4"
400SDLT325-43 43 18 0.0451 4"
400SDLT325-54 54 16 0.0566 4"
400SDLT325-68 68 14 0.0713 4"
400SDLT325-97 97 12 0.1017 4"
Material Com posit ion
• Mill cer t if ied steel
• ASTM: A 653 / A 653M
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
Quant it y / Order I nform at ion
UL Classif ied for US and Canada UL File No. R2 5 017
Slot ted Angle
Slot ted Cur ved
Track
Slot ted Rake
Track
Pit ched Slot ted
Track
Addit ional Slot ted Track St yles
For Slotted Track allowable lateral load values, contact SCAFCO's engineering department at 509-343-9000 or [email protected].
Part No.Thickness Design
Thickness (in)Web
WidthMil Gauge
600SDLT325-33EQS 33EQS 20 0.0295 6"
600SDLT325-33 33 20 0.0346 6"
600SDLT325-43EQS 43EQS 18 0.0400 6"
600SDLT325-43 43 18 0.0451 6"
600SDLT325-54 54 16 0.0566 6"
600SDLT325-68 68 14 0.0713 6"
600SDLT325-97 97 12 0.1017 6"
800SDLT325-33 33 20 0.0346 8"
800SDLT325-43EQS 43EQS 18 0.0400 8"
800SDLT325-43 43 18 0.0451 8"
800SDLT325-54 54 16 0.0566 8"
800SDLT325-68 68 14 0.0713 8"
800SDLT325-97 97 12 0.1017 8"
IAPMO
UNIFORM
ES
55
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
SDLT - Slot ted Deep Leg Track
3 ¼ "
½ "¼ "
¼ "
2"
1" oc
Slot ted Track
# 8 Fasteners
Steel Stud
12" oc
Single slots ¼ " wide x 1 ½ " - 2" long
Standard
2 ½ "
12" oc
Single slots ¼ " wide x 8" long
SLDT/ SS8
2 ½ "
12" oc
Double slots ¼ " wide x 8" long
SLDT/ DS8
12" oc
Offset slots ¼ " wide x 6" long
SLDT/ OS6
Sect ion View
Dim ensions
Slot Configurat ions
Specificat ions
HW-D-0218 HW-D-0259 HW-D-0264 HW-D-0388 HW-D-0538 HW-D-0539HW-D-0569 HW-D-0570 HW-D-0571 HW-D-0634 HW-D-0636 HW-D-0639HW-D-0640
UL Joint System s Num bers
UL num ber s do not apply t o t he non-st andard shapes.
Det ails and inform at ion of each individual system can be found in t he XHBN sect ion of Volum e 2 of t he UL Fire Resist ance Director y, or can be downloaded from SCAFCO.COM.
¾ " Min Gap 1 ¾ " Max Gap
1" Stud Length Tolerance
# 8 Wafer Head
SMS Each Flange
Each Stud in Slot (TYP)
Min Stud
Gap
Max Stud
Gap3 ¼ " Slot ted Deep
Leg Track (SDLT)
W/ ¼ " x 2" Slots
± 3/ 16"
Screw
Posit ion
Tolerance
¾ " CLR Req’d
¾ " CLR Req’d
¼ "
Wall Stud Per Plan
¼ " Min
Edge Dist
Req’d
3 ¼ "
¾ " CLR
Req’d
- 3/ 16" Screw
Posit ion Tolerance
56
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
TTDS -Track- in-Track Deflect ion System
Features and Benefit s
• St andard t rack- in- t rack def lect ion system allows up to 1" of
ver t ical m ovem ent
• Absorbs head- of-wall and f loor ex tension or com pression
m ovem ent
• Available in custom widths and thicknesses
Product Applicat ion
TTDS t rack- in- t rack def lect ion system is a t wo-piece assembly
that accomm odates def lect ion of ex ter ior cur t ain walls and
inter ior par t it ion walls. The outer t rack is custom-made with
a deeper leg and wider web width t ypically installed to the
underside of the f loor decking. A pre-const ructed wall assembly
slides into the deep leg t rack, and is designed to allow a gap at
the top for def lect ion. The t rack- in- t rack assembly cannot be used
in axial load-bear ing condit ions or above cont inuous window/
header spandrels.
3 ½" Stud Width TTDS
Part No. SSMA ReferenceThickness Outer Track Size
(in)Weight (lbs/ft)Mil Gauge Inches
TTDS
350T250-33 / 362T200-33 33 20 0.0346" 2 ⅝" 1.70
350T250-43 / 362T200-43 43 18 0.0451" 2 ⅝" 2.21
350T250-54 / 362T200-54 54 16 0.0566" 2 ⅝" 2.78
350T250-68 / 375T200-68 68 14 0.0713" 2 ¾" 3.53
350T250-97 / 375T200-97 97 12 0.1017" 2 ¾" 5.03
2 ½" Stud Width TTDS
Part No. SSMA ReferenceThickness
Outer Track Size (in) Weight (lbs/ft)Mil Gauge Inches
TTDS
250T250-33 / 262T200-33 33 20 0.0346" 2 ⅝" 1.47
250T250-43 / 262T200-43 43 18 0.0451" 2 ⅝" 1.92
250T250-54 / 262T200-54 54 16 0.0566" 2 ⅝" 2.41
250T250-68 / 275T200-68 68 14 0.0713" 2 ¾" 3.06
250T250-97 / 275T200-97 97 12 0.1017" 2 ¾" 4.37
Order I nform at ion
Track- in- Pitch Track
Specif y P° when order ingExam ple: 612T250-33-P
St andard Track- in-Track
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A1003/ C645
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
2 ½" Leg
I nner Track
2" Leg
Outer Track
Px˚
Track- in-Track Types
Track-in-Track Delection System
57
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
TTDS - Track- in-Track Deflect ion System
8" Stud Width TTDS
Part No. SSMA ReferenceThickness Size
(in)Weight (lbs/ft)Mil Gauge Inches
TTDS
800T250-33 / 812T200-33 33 20 0.0346" 8 ⅛" 2.71
800T250-43 / 812T200-43 43 18 0.0451" 8 ⅛" 3.53
800T250-54 / 812T200-54 54 16 0.0566" 8 ⅛" 4.43
800T250-68 / 825T200-68 68 14 0.0713" 8 ¼" 5.61
800T250-97 / 825T200-97 97 12 0.1017" 8 ¼" 8.00
6" Stud Width TTDS
Part No. SSMA ReferenceThickness Size
(in)Weight (lbs/ft)Mil Gauge Inches
TTDS
600T250-33 / 612T200-33 33 20 0.0346" 6 ⅛" 2.26
600T250-43 / 612T200-43 43 18 0.0451" 6 ⅛" 2.94
600T250-54 / 612T200-54 54 16 0.0566" 6 ⅛" 3.69
600T250-68 / 625T200-68 68 14 0.0713" 6 ¼" 4.68
600T250-97 / 625T200-97 97 12 0.1017" 6 ¼" 6.68
4" Stud Width TTDS
Part No. SSMA ReferenceThickness Size
(in)Weight (lbs/ft)Mil Gauge Inches
TTDS
400T250-33 / 412T200-33 33 20 0.0346" 4 ⅛" 1.81
400T250-43 / 412T200-43 43 18 0.0451" 4 ⅛" 2.36
400T250-54 / 412T200-54 54 16 0.0566" 4 ⅛" 2.96
400T250-68 / 425T200-68 68 14 0.0713" 4 ¼" 3.76
400T250-97 / 425T200-97 97 12 0.1017" 4 ¼" 5.36
3 ⅝" Stud Width TTDSPart No. SSMA Reference
Thickness Size (in)
Weight (lbs/ft)Mil Gauge Inches
TTDS
362T250-33 / 375T200-33 33 20 0.0346" 3 ¾" 1.72
362T250-43 / 375T200-43 43 18 0.0451" 3 ¾" 2.25
362T250-54 / 375T200-54 54 16 0.0566" 3 ¾" 2.82
362T250-68 / 387T200-68 68 14 0.0713" 3 ⅞" 3.58
362T250-97 / 387T200-97 97 12 0.1017" 3 ⅞" 5.11
5 ½" Stud Width TTDS
Part No. SSMA ReferenceThickness Size
(in)Weight (lbs/ft)Mil Gauge Inches
TTDS
550T250-33 / 562T200-33 33 20 0.0346" 5 ⅝" 2.15
550T250-43 / 562T200-43 43 18 0.0451" 5 ⅝" 2.80
550T250-54 / 562T200-54 54 16 0.0566" 5 ⅝" 3.51
550T250-68 / 575T200-68 68 14 0.0713" 5 ¾" 4.45
550T250-97 / 575T200-97 97 12 0.1017" 5 ¾" 6.35
58
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Ponyw all Suppor t
Product Applicat ion
SCAFCO's Ponywall suppor t s are m anufactured from pr im e
dom est ic steel and assem bled with cer t if ied welds, providing
super ior st rength and durabilit y. I t s unique r igid design and ease
of inst allat ion m akes it t he prefer red choice over convent ional
Ponywall const ruct ion m ethods. Ponywall suppor t s are stocked
in 34", 48", and 60" height s but can be special ordered to m eet
required design specif icat ions.
Material Com posit ion
• Mill cer t if ied steel
• ASTM A653/A653M
The upr ight suppor t stud is
m ade from a 3 6 2 S2 5 0 - 97
stud centered and w elded
to t he base plate
3 ⅝"⅝"
14"
Features and Benefit s
• Pre-punched guide holes
• St andard height s are 34", 48", and 60"
• Custom height s available
• Welded const ruct ion
• Suppor t Stud
◦ 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• Base Plate
◦ 168 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G115 galvanized coat ing
59
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
DT - Drain Track
Product Applicat ion
DT drain t rack is designed to allow water to drain from the
bot tom t rack of a wall t hat is exposed to rain or snow while
under const ruct ion. Sm all punchout s have been st aggered at
t he outer bot tom edge of t he t rack at 20" oc on both sides. No
special layout or design is required when using drain t rack.
Features and Benefit s
• Available in all st andard t rack sizes
• Allows for drainage of water in t he t rack
• Elim inates concerns of m ildew or m old
• Labor f ree
• Fastener locat ions not are af fected
• Rigid and won' t collapse while handling
Nom enclature Exam ple
600 DT 150 43 10
6 " W eb
W idt h
1 ½ " Leg
Dept hLengt h
in f t
4 3 m ilDra in Track
- -
20" oc
20" oc
10" st agger
⅝"
¾"
Drain t rack com plies wit h st andard SSMA nom enclature using t he let ter s DT as t he product ident if icat ion. Follow t he exam ple above when order ing drain t rack.
Drain Punchout Dim ensions
60
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Z- Furr ing
Pitch Track
Custom Brake Shapes
Product Applicat ion
SCAFCO of fer s a broad select ion of custom brake shapes for a
wide range of const ruct ion applicat ions. Each shape is custom -
m ade to m atch precise dim ensions needed by using advanced
form ing equipm ent .
When order ing custom brake shapes, ident if y inside and out side
m easurem ent s, as well as any angles or punchout s required.
Features and Benefit s
• Cor rosion- resist ant galvanized- coated steel
• Manufactured exclusively t o drawings and specif icat ions
• Flat stock sheet s available
Any Angle at Any Degree
Deep Leg Track
Hat Channel
Var ious Custom Shapes
Large Var ie t y of Clips and St if fening Plates
Material Com posit ion
• Mill cer t if ied steel
• ASTM: A653/A653M
• 30EQD
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G40 galvanized coat ing
• 30 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G40 galvanized coat ing
• 33EQS
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 33 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43EQD
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 43 m il
◦ 33 ksi y ield st rength
◦ 45 ksi t ensile st rength
◦ G60 galvanized coat ing
• 54 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G60 galvanized coat ing
• 68 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 97 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• 127 m il
◦ 57 ksi y ield st rength
◦ 65 ksi t ensile st rength
◦ G90 galvanized coat ing
• Addit ional m il t hickness: 145, 168, 200, and 220
61
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Header and Kw ik-Jam bOrder Form
Custom er I nfo
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Header and Kw ik-Jam b
Inte
rio
r
Fra
min
g
- I nter ior Pressure 5 psf 7.5 psf 10 psf OtherDef lect ion Guide
(Check One)
L/ 120
L/ 240
L/ 360
- Wall Stud Spacing 12" oc 16" oc 24" oc
- Stud Size (WEB) 3 ⅝" 4" 6" 8" Other
Ex
teri
or
Fra
min
g
- Wind Load psf Def lect ion Cr it er ia
Finish Mater ial
Unknown ( Technical ser v ices will cont act you for m ore info.)
- Wall Stud Spacing 12" oc 16" oc 24" oc
- Stud Size (WEB) 3 ⅝" 4" 6" 8" Other
Parapet Height
Opening Width
* Sill Height
Opening Height
Wall Height
* Make door sill height 0 ' .
L/ 180
L/ 240
L/ 360
L/ 600
E.I .F.S.
Stucco
Met al
Br ick
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE
provide plan det ails. For ex tended ser v ice cont act
Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
Custom er Signature
62
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Per fect Curve™ Order Form
Custom er I nfo
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Item No.
Splice Tabs Welded No. of
PiecesThickness
(Mil)Length
(L)Web Depth
(W)Leg Height
(H)Inside Radius
(IR)Outside Radius
(OR)Part No.
(Office Use)
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails. For ex tended ser v ice cont act [email protected])
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
W
H
L
IROR
Connect ion Rivet s
Opt ional Splicing Tab
Standard Com ponents
* 1½ " Leg Height (H)
* Steel Rivets 4" oc
* 10' Lengths (12' Max)
* 1⅝" Web Min. (W)
Curved Track
63
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Per fect Curve™ Order Form
Custom er I nfo
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Item No.
Leg Splice Tabs Welded No. of
PiecesThickness
(Mil)Length
(L)Web Depth
(W)Leg Height
(H)Inside Radius
(IR)Outside Radius
(OR)Part No.
(Office Use) In Out
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails. For ex tended ser v ice cont act [email protected])
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
Opt ionalSplicing Tab
Connect ion
Rivets
IROR
L
IR OR
Leg I n Leg Out
H
W
H
W
Standard Com ponents
* 1½ " Leg Height (H)
* Steel Rivets 4" oc
* 10' Lengths (12' Max)
L
Arched Track
64
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Per fect Curve™ Order Form
Item No.
TypeWelded No. of
CirclesThickness
(Mil)Web Depth
(W)Leg Height
(H)Inside Radius
(IR)Outside Radius
(OR)Part No.
(Office Use)CT LI LO
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails.
For ex tended ser v ice cont act [email protected])
Of f ice Use Only
Approxim ate Length Each Piece:
Num ber of Pieces Per Circle:
Tot al Length:
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
Splicing Tab
IR
OR
Curve Track
CT
Arched Leg I n
LI
Arched Leg Out
LO
Custom er I nfo
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Circle Track
65
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Per fect Curve™ Order Form
Item No.
LegWelded No. of
PiecesThickness
(Mil)Length
(L)Leg Height
(H1)Leg Height
(H2)Inside Radius
(IR)Outside Radius
(OR)Part No.
(Office Use)In Out
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails. For ex tended ser v ice cont act [email protected])
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
Leg Out
Connect ion
Rivet s
IR OR
L
Leg I nH2
H1
H2
H1
ORIR
L
Standard Com ponents
* 1½ " Leg Height (H)
* Steel Rivets 4" oc
* 10' Lengths (12' Max)
Custom er I nfo
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Curved Angle
66
© 2016 SCAFCO w w w .SCAFCO.com Effect ive 04/ 25/ 16 and supersedes all previous inform at ion.
Per fect Curve™ Order Form
Custom er I nfo
Item No.Finish Side
Welded No. of Pieces
Thickness (Mil)
Length (L)
Width (W)
Leg Height (H1)
Leg Height (H2)
Inside Radius (IR)
Outside Radius (OR)
Part No. (Office Use)Up Down
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails. For ex tended ser v ice cont act [email protected])
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
⅝
Finished
Side Up
WH2
H1
Finished
Side Dow n
W
H2
H1
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Curved Z Track
O .R.
I.R.
O .R.
I.R.
Standard Com ponents
* 1½ " Leg Height (H)
* Steel Rivets 4" oc
* 10' Lengths (12' Max)
* 1⅝" Web Min. (W)
67
© 2016 SCAFCOEffect ive 04/ 25/ 16 and supersedes all previous inform at ion. w w w .SCAFCO.com
Per fect Curve™ Order Form
Custom er I nfo
Item No.Finish Side
Welded No. of Pieces
Thickness (Mil)
Length (L)
Width (W)
Leg Height (H1)
Leg Height (H2)
Inside Radius (IR)
Outside Radius (OR)
Part No. (Office Use)Inside Outside
1.
2.
3.
4.
5.
6.
Notes / Special I nst ruct ions ( To assure accuracy, PLEASE provide plan det ails. For ex tended ser v ice cont act [email protected])
Custom er Signature Fax/em ail t his form to your SCAFCO branch or Dist r ict Sales Manager
Finished I nsideW
H2
H1
Finished Out side
H2
H1
W
Sold To Job Nam e
Cont act Nam e and Num ber
Custom er PO Order Num ber
Arched Z TrackFINISH O UT
HEIG HT
LEG 1
LEG 2
FINISH IN
HEIG HT
LEG 1
LEG 2
FINISH IN O UT
HEIG HT
LEG 2
LEG 1
I.R.
L
O .R.
FINISH IN O UT
HEIG HT
LEG 1
LEG 2
I.R.
O .R.
Standard Com ponents
* 1½ " Leg Height (H)
* Steel Rivets 4" oc
* 10' Lengths (12' Max)
Priceless Headers
At tach Saddle Clip1 Fasten Header
Assem bly2At tach Header
Assem bly3
Easy as:
Price less Headers
The Pr iceless Header and Kwik-Jam b system is m aking a huge
im pact on j obsites with it s fast inst allat ion and f lush f inish. All
headers are uniform m aking it easy for t he inspect ion process.
The system consist s of a single or double piece
hor izont al m em ber and connect ion clip, both
m anufactured from pr im e steel t hat is 57 ksi y ield st rength
and m ill cer t if ied. The connect ion clip sim ply at t aches to the
jam b stud and allows for t he Header to slide in creat ing a f lush
f inish; som ething you do not get with a t radit ional header.
Look for m ore inform at ion on Pr ice less Headers
on pages 4 4 - 4 9 .
SCAFCO.COMSS1008E0416