2016 - Support Home

Transcripción

2016 - Support Home

Protect Your Company
Build a Strong Team
STRUCTURAL BUILDING
COMPONENTS ASSOCIATION
Measure Progress
Educate Your Staff
Two SCORE Designations Are
Available to Participants:
SCORE Member The plant is a member in good standing with
a year to work toward SCORE certification and has purchased the
following either individually or as a package:
■ Access to TTT for all truss designers.
■ Access to SBCA’s online QC program.
■ Jobsite Packages, which are sent with every truss delivery.
Simplified Certifications
■ Centered on programs that matter most
to CMs’ customers.
SCORE Certified The plant is a member in good standing and
is compliant with all items below:
■ Streamlined certification requirements
and quality focused.
■
■
■Simplified designations available:
SCORE Certified or a SCORE Member
working toward certification.
■
■
■ Members who are working toward
SCORE certification start reaping the
benefit of their efforts immediately.
■
■
New Simplified Requirements
■
Continuing Education: Plant fulfills ongoing TTT requirements.
J obsite Packages: Plant purchases and sends with every truss
delivery.
Plant Tour: Plant hosts one plant tour or similar event per year.
C Certification: Plant is SBCA QC certified and continues to
Q
submit quarterly data files for SBCA review.
afety Certification: Plant meets safety program requirements,
S
either with SBCA Operation Safety or a program reviewed and
approved by SBCA staff.
TT Certification: Average TTT level for CM designers at a location
T
must be 1.5 or higher.
Quality-Focused
■
Customer-Centered
■
Best Practices
2016
PRODUCTS&PROGRAMS
Order online at sbcindustry.com/pubs
2016
Instructions: (Photocopy this page to use with future orders)
For each product you want to order:
SHIPPING & HANDLING (SHIPPING UNITS)
CONTINENTAL U.S. ORDERS ONLY
1.Enter the Product Code (A), Quantity (B), Price Per Item (C) and Shipping Units (D).
2.For all products, multiply Quantity (B) by Price Per Item (C) to get the Extended Price (E).
3.
Multiply the Quantity (B) by Shipping Units Per Item (D) to get Extended Shipping Units (F).
SHIPPING
UNITS
To calculate totals:
4.Subtotal the Extended Prices (E) and the Extended Shipping Units (F) columns.
5.
ONLY FOR ORDERS DELIVERED TO WISCONSIN: Calculate WI Sales Tax by multiplying your Subtotal
by the appropriate tax amount–5.5%, 5.6%, etc.
6.To calculate Shipping & Handling, find your Total Extended Shipping Units in the first column of the
Shipping & Handling chart. Total Shipping & Handling will be the amount shown in the middle or right
column, if you are a member or non-member, respectively. Place this amount in Shipping & Handling.
Please note: all shipping charges are subject to adjustment.
*If you are located outside the CONTINENTAL U.S., your shipping charge will
increase. please contact SBCA Staff for shipping and handling.
7.Calculate the Order Total by adding the Subtotal, WI Sales Tax (if applicable), and Shipping & Handling.
8.Add $3.00 for Residential Deliveries.
9.
Make checks payable to: SBca
They’re
your golden
defense.
1-39
40-79
80-129
130-179
180-239
240-289
290-349
350-409
410-469
470-529
530-599
600-659
660+
MEMBER
NONMEMBER
18.00
21.00
22.00
26.00
24.00
30.00
26.00
36.00
29.00
40.00
33.00
45.00
39.00
52.00
44.00
60.00
51.00
70.00
57.00
79.00
64.00
90.00
69.00
102.00
CONTACT SBCA
FOR DELIVERY TIME OF LESS THAN TWO WEEKS, PLEASE CALL SBCA. ADDITIONAL HANDLING FEES MAY APPLY.
PRICES SUBJECT TO CHANGE WITHOUT NOTICE.
(A)
Product Code
(B)
Quantity or Lots
(C)
Price
(D)
Shipping Units
(B) x (C) = (E)
Extended Price
(B) x (D) = (F)
Extended Shipping Units
Follow the industry’s best practices.
Subtotal:
“Being able to doccument that a JOBSITE PACKAGE was duly received by your customer and the truss erector is a risk management tool that can provide significant
protection to component manufacturers.”
Kent Pagel
SBCA Legal Counsel
WI Sales Tax:
NOTE: BUILDING OFFICIALS,
FIRE OFFICIALS,
ARCHITECTS & ENGINEERS
USE LOWEST PRICING
Shipping & Handling
(Continental U.S. Only*):
Residential Delivery
Add $3.00:
Shipping Address (No P.O. Boxes)
City, State, Zip
Is this a residential delivery?
 Yes  No
Your Name
JOBSITE PACKAGES are available for wood,
cold-formed steel, long span trusses, floor
trusses and wall panels. To learn more or order,
visit sbcindustry.com/jobsite.
6300 Enterprise Lane
Madison, WI 53719
608-274-4849 phone
608-274-3329 fax
sbcindustry.com
Telephone (Area Code)
Name that appears on credit card (please print)
VISA/MC/AmEx Number
Credit Card Billing Address
 Send me information about new publications & specials.
Email Address (for automated shipping notification)
F
O
R
M
F
O
R
&
TOTAL:
Company
Place your order online
at sbcindustry.com/pubs
IT'S FAST AND SIMPLE!
(or fax to 608-274-3329)
O
R
D
E
R
P
R
O
D
U
C
T
S
Educate your customers.
Protect your company.
Boost your commitment to safety.
S
B
C
A
Purchase Order Number (if required)
Signature
Verification Code
Exp. Date
S
E
R
V
I
C
E
S
Products IN ALPHABETICAL ORDER
Additional Loading Tag........................................................................22
ANSI/TPI 1-2014 packaged with Metal Plate Connected Wood Truss
Handbook .......................................................................................... 6
(In-Plant) Basic Training................................................................. 16-17
BCSI Book & All Summary Sheets.................................................... 8-10
BCSI Book for Cold-Formed Steel.........................................................20
Bearing Location Tag...........................................................................22
Bearing Location Tag – CFS.................................................................22
Builder Advisory on Mold (TTB)...........................................................13
Building with Floor Trusses CD.............................................................18
CFSC Guide for Handling & Installing Cold-Formed Steel Wall Panels…21
CalcuSlope Scale.................................................................................19
Canadian BCSI Book........................................................................…20
Checklist for Handling & Installing Trusses (TTB)..................................13
Checklist for Handling & Installing Trusses (SCC) – CFS........................21
Cold-Formed Steel Jobsite Cover Sheet…………………………………...21
Commentary for Permanent Bracing of MPCWT Booklet........................7
Component Industry Information Binder..................... See Online Catalog
Component Technology Workshops (CTWs on CD)...............................18
Concentrated Load Tag.......................................................................22
Considerations for Contractors Building with Wall Panels (TTB).............13
Construction Loading – BCSI-B4............................................................9
Construction Loading for CFS – CFSBCSI-B4........................................20
Crane Use & Proper Truss Handling (TTB)...........................................12
Design Tools CD..................................................................................19
Do Not Cut, Drill or Alter Tag...............................................................22
Do Not Use Damaged Components Tag – CFS.....................................22
Drywall Cracking & Crowning (DCC) Issues (CTB)................................12
Facts on the Fire Performance of Wood Trusses Brochure.......................6
Facts Regarding Mold on Wood Structural Building Components (TTB).....13
Fall Protection & Trusses – BCSI-B11....................................................10
Fall Protection & Trusses for CFS – CFSBCSI-B11..................................20
Fall Protection Tag...............................................................................22
Floor Truss Fact Sheet (TTB)................................................................12
Floor Truss JOBSITE PACKAGE............................................................11
Forklift Certification Program and Materials.................................... 15-16
Framing the American Dream® Brochure...............................................6
Framing the American Dream® with Roof & Floor Trusses Brochure........6
Framing the American Dream® DVD...................................................18
Framing the American Dream® – Wall Panel Demonstration CD...........19
Future of Framing Brochure...................................................................6
Long Span Truss Installation (TTB).......................................................13
Metal Plate Connected Wood Truss Handbook................................... 6-7
Multi-Ply Girders – BCSI-B9.................................................................10
Multi-Ply Truss Tag...............................................................................22
Operation Safety Program and Materials........................................ 14-16
(CFSC) QC Wall Panel Program...........................................................21
(SBCA) QC In-Plant Wood Truss Program.............................................19
(SBCA) QC Wall Panel Program...........................................................19
(Online) Risk and Liability Management Program (ORisk) - See Online Catalog
Gable End Frame Permanent Bracing (TTB).........................................12
Handling, Installing, Restraining & Bracing of Engineered Wood Products.... 6
Handling, Installing, Restraining & Bracing of Trusses – BCSI-B1.............8
Handling, Installing, Restraining & Bracing of Trusses for CFS – CFSBCSI-B1....20
Handling, Installing & Temporary Bracing of Wall Panels........................7
Housekeeping Program for Combustible Dust.......................................16
How to Read a Truss Design Drawing (TTB).........................................12
How to Read a Truss Placement Diagram (TTB)...................................13
Information for Framers Flyer…………………..…………................ …..10
Installation Restraint & Bracing Tag – CFS............................................22
Jobsite Cover Sheet English/Spanish…………………..………….. …..10
Jobsite Bags………………................................…..…………………..10
JOBSITE PACKAGE for CFS.................................................................21
JOBSITE PACKAGE for Floor Trusses ...................................................11
JOBSITE PACKAGE for Long Span Trusses...........................................11
JOBSITE PACKAGE for Trusses ...........................................................11
JOBSITE PACKAGE for Wall Panels......................................................11
Jobsite Warning Tag..........................................................................22
Jobsite Warning Tag – CFS................................................................22
Keys to Quality Wood Truss Production CD...........................................18
Partition Separation Prevention & Solutions (TTB)................................13
Permanent Lateral Bracing Tag............................................................22
Permanent Lateral Restraint Tag – CFS................................................22
Permanent Restraint/Bracing of Chords & Web Members – BCSI-B3........9
Permanent Restraint/Bracing of Chords & Web Members for CFS – CFSBCSI-B3....20
Post Frame Truss Installation & Temporary Restraint/Bracing – BCSI-B10 .. 10
Professional’s Guide to the Structural Component Industry Binder...........7
SBCA 2015 Financial Performance Survey of Fiscal Year 2014…..... ….19
SBCA 2014 Wage & Benefit Survey of Calendar Year 2013……….... …19
Safety (Operation Safety Program and Materials)........................... 14-16
Safety Zone Materials..........................................................................17
Standard Responsibilities in the Design Process Involving MPCWT (TTB)..12
Strongback Bridging Tag......................................................................22
Take Five Brochure (TTB)....................................................................13
Technical Assessment Test Online (TATO)................... See Online Catalog
Technical Assessment Test Online (TATO) – CFS......... See Online Catalog
Temporary & Permanent Restraint/Bracing for Parallel Chord Trusses – BCSI-B7... 9
Temporary Bracing Tag........................................................................22
This Side Up Tag.................................................................................22
Toe-Nailed Connections to Attach Trusses at Bearing Locations – BCSI-B8.10
TRUCK Program and Materials............................................................17
Truss Basics Training and Materials............................ See Online Catalog
Truss Configurations (TTB)..................................................................12
Truss Configurations Poster..................................................................12
Truss Damage, Jobsite Modifications & Installation Errors – BCSI-B5...... 9
Truss Damage, Jobsite Modifications & Installation Errors for CFS – CFSBCSI-B5...20
Truss Installation & Temporary Restraint/Bracing – BCSI-B2....................8
Truss Installation & Temporary Restraint/Bracing for CFS – CFSBCSI-B2....20
Truss Manufacturing Orientation (TMO)..................... See Online Catalog
Truss Technician Training (TTT), Materials and Certification Exams - See Online Catalog
TTB Binder.........................................................................................13
Wall Panel Jobsite Cover Sheet………….......................................... ….10
Wall Panel Jobsite Package.............................................................11
Wall Panel and Hoisting Strap Inspection and Use Requirements (CTB)... 12
Web Reinforcement Tag.......................................................................22
Wood Truss Construction and Fire Performance CD .............................18
Work Force Development Binder………………………………………..…..7
Work Force Development Brochures………………………………….…….7
TABLE OF CONTENTS3-5
DOCUMENTS 6-7
BCSI & JOBSITE PACKAGES 8-11
TRUSS TECHNOLOGY IN BUILDING 12-13
TRAINING & SAFETY PROGRAMS 14-17
EDUCATIONAL CDs 18-19
STEEL PRODUCTS20-22
TRUSS TAGS 22
3
Products by category
BRACING – PERMANENT
B3 and B7 Summary Sheets................................................................ 9
Building Component Safety Information (BCSI) Book............................ 8
Cold-Formed Steel BCSI Book............................................................ 20
CFSBCSI-B3 Summary Sheet............................................................. 20
Commentary for Permanent Bracing of MPCWT Booklet...................... 7
Gable End Frame Permanent Bracing (TTB)....................................... 12
Overview of Building Component Safety Information (CTW on CD)..... 18
Permanent Lateral Bracing Tag.......................................................... 22
Permanent Lateral Restraint Tag – CFS............................................. 22
Strongback Bridging Tag.................................................................... 22
Web Reinforcement Tag..................................................................... 22
BRACING – TEMPORARY
B1, B2, B7 and B10 Summary Sheets............................................. 8-10
CFSBCSI-B1 and B2 Summary Sheets................................................ 20
Checklist for Handling & Installing Trusses (TTB)................................ 13
Storage, Handling, Installation, Restraining and Bracing (CTW on CD)....18
Temporary Bracing Tag...................................................................... 22
BUILDING DESIGN
B8 Summary Sheet........................................................................... 10
CFSDRESP Standard Responsibilities................................................. 21
Design Tools CD............................................................................... 19
Florida Board of Professional Engineers Rule 61G15-31.003 (CTW on CD)...18
Gable End Frame Permanent Bracing (TTB)....................................... 13
Partition Separation Prevention & Solutions (TTB).............................. 13
Standard Responsibilities in the Design Process Involving MPCWT (TTB)...12
Wood Trusses and the IBC (CTW on CD)............................................ 18
Wood Trusses and the IRC (CTW on CD)........................................... 18
EDUCATION & training
CFSC QC Wall Panel......................................................................... 21
Component Technology Workshop (CTWs on CD).............................. 18
Design Tools CD ..............................................................................19
Forklift Certification Program and Materials.................................. 15-16
Housekeeping Program for Combustible Dust..................................... 16
In-Plant Basic Training.................................................................. 16-17
Online Risk & Liability Management (ORisk) Program....See Online Catalog
Operation Safety Program and Materials....................................... 14-15
SBCA 2015 Financial Performance Survey of Fiscal Year 2014……….19
SBCA 2014 Wage & Benefit Survey of Calendar Year 2013................. 19
SBCA QC In-Plant Wood Truss Program............................................. 19
Safety Zone Materials....................................................................... 17
Technical Assessment Test Online (TATO)................. See Online Catalog
Technical Assessment Test Online (TATO) – CFS....... See Online Catalog
TRUCK Program and Materials.......................................................... 17
Truss Basics Training and Materials........................... See Online Catalog
Truss Manufacturing Orientation (TMO).................... See Online Catalog
Truss Technician Training (TTT), Materials & Certification Exams...See Online Catalog
Truss Technology in Building (TTB) Series...................................... 12-13
Truss Technology Workshops (CTWs on CD)........................................18
WTCA QC Wall Panel Program.......................................................... 19
Work Force Development Binder.......................................................... 7
Work Force Development Brochures..................................................... 7
FIRE
Facts on the Fire Performance of Wood Trusses Brochure............................6
Wood Truss Construction and Fire Performance CD............................ 18
FLOOR TRUSSES
B7 Summary Sheet............................................................................. 9
JOBSITE PACKAGE for Floor Trusses...................................................11
Building with Floor Trusses CD........................................................... 18
Floor Truss Fact Sheet (TTB).............................................................. 12
HANDLING & INSTALLATION
3-5
TABLE OF CONTENTS
6-7 DOCUMENTS
8-10
BCSI & JOBSITE PACKAGES
12-13 TRUSS TECHNOLOGY IN BUILDING
14-17 TRAINING & SAFETY PROGRAMS
18-19 EDUCATIONAL CDs
20-22 STEEL PRODUCTS
22 4
TRUSS TAGS
Additional Loading Tag...................................................................... 22
B1-B11 Summary Sheets................................................................ 8-10
CFSBCSI-B1, B2, B3, B4, B5 and B11 Summary Sheets..................... 20
Cold-Formed Steel BCSI Book........................................................... 20
Bearing Location Tag......................................................................... 22
Bearing Location Tag – CFS.............................................................. 22
Checklist for Handling & Installing Trusses (SCC) – CFS..................... 21
Cold-Formed Steel Jobsite Cover Sheet.............................................. 21
Concentrated Load Tag..................................................................... 22
Crane Use & Proper Truss Handling (TTB)......................................... 12
Design Tools CD ...............................................................................19
Do Not Cut, Drill or Alter Tag............................................................. 22
Products by category
Do Not Use Damaged Components Tag – CFS.................................. 22
Four Steps to Safe Truss Installations (CTW on CD)............................ 18
Guide for Handling, Installing, Restraining & Bracing of Engineered Wood Products....6
JOBSITE PACKAGE for CFS.............................................................. 21
JOBSITE PACKAGE for Floor Trusses ................................................. 11
JOBSITE PACKAGE for Trusses ......................................................... 11
JOBSITE PACKAGE for Wall Panels.................................................... 11
Jobsite Cover Sheet English/Spanish.................................................. 10
Jobsite Warning Tag.......................................................................... 22
Jobsite Warning Tag – CFS................................................................ 22
Long Span JOBSITE PACKAGE.......................................................... 11
Long Span Truss Installation (TTB)..................................................... 13
Metal Plate Connected Wood Truss Handbook (Print and CD)............ 6-7
Multi-Ply Truss Tag............................................................................. 22
This Side Up Tag............................................................................... 22
Wall Panel Jobsite Cover Sheet........................................................... 10
joBSITE SAFETY
B1, B2, B4 and B11 Summary Sheets............................................. 8-10
CFSBCSI-B1, B2, B4 and B11 Summary Sheets.................................. 20
Crane Use & Proper Truss Handling (TTB)......................................... 12
Design Tools CD ..............................................................................19
Do Not Cut, Drill or Alter Tag............................................................. 22
Do Not Use Damaged Components Tag – CFS.................................. 22
Four Steps to Safe Truss Installations (CTW on CD)............................ 18
JOBSITE PACKAGE for Floor Trusses .......................................................11
JOBSITE PACKAGE for Trusses (English/Spanish and English/French)....11
Jobsite Warning Tag.......................................................................... 22
Long Span JOBSITE PACKAGE.......................................................... 11
Long Span Truss Installation (TTB)..................................................... 13
Safety Zone Materials........................................................................ 17
TRUCK Program and Materials.......................................................... 17
Framing the American Dream® (CTW on CD)..................................... 18
Framing the American Dream® – Wall Panel Demonstration CD.......... 19
Future of Framing Brochure................................................................. 6
Professional’s Guide to the Structural Component Industry Binder......... 7
Truss Configurations (TTB)................................................................ 12
Truss Configurations Poster................................................................ 12
QUALITY CONTROL
CFSC QC Wall Panel Program........................................................... 21
In-Plant WTCA QC Program.............................................................. 19
Keys to Quality Wood Truss Production CD......................................... 18
REFERENCE MATERIALS
ANSI/TPI 1-2014 with Metal Plate Connected Wood Truss Handbook.... 6-7
Commentary for Permanent Bracing of MPCWT Book.......................... 7
How to Read a Truss Design Drawing (TTB)....................................... 12
How to Read a Truss Placement Diagram (TTB)................................. 13
Metal Plate Connected Wood Truss Handbook (Print and CD)............... 6
Standard Responsibilities in the Design Process Involving MPCWT (TTB)..12
Truss Configurations (TTB)................................................................ 12
Truss Configurations Poster................................................................ 12
steel products & Services
Bearing Location Tag – CFS............................................................... 22
CFSBCSI-B1, B2, B3, B4, B5 and B11 Summary Sheets..................... 20
Checklist for Handling & Installing Trusses (SCC) – CFS..................... 21
Do Not Use Damaged Components Tag – CFS................................... 22
Installation, Restraint & Bracing Tag – CFS........................................ 22
Permanent Lateral Restraint Tag – CFS............................................. 22
Technical Assessment Test Online (TATO) – CFS....... See Online Catalog
11x17 Guide for Handling & Installing CFS Wall Panels..................... 21
LUMBER & MOLD
Builder Advisory on Mold (TTB)......................................................... 13
Drywall Cracking & Crowning (DCC) Issues (CTB) ............................. 12
Facts Regarding Mold on Wood Structural Components (TTB)............ 13
Minimizing Mold on Structural Building Components (CTW on CD) .....18
Mold and Structural Wood Components (CTW on CD)........................18
MARKETPLACE
Design Tools CD ...............................................................................19
Framing the American Dream® Brochure............................................. 6
Framing the American Dream® with Roof & Floor Trusses Brochure...... 6
Framing the American Dream® CD.................................................... 18
waLL PANELS
CFSC Guide for Handling & Installing Cold-Formed Steel Wall Panels..21
Considerations for Contractors Building with Wall Panels (TTB).......... 13
Framing the American Dream® Brochure............................................. 6
Framing the American Dream® – Wall Panel Demonstration CD..........19
Guide for Handling, Installing & Temporary Bracing of Wall Panels....... 7
Wall Panel and Hoisting Strap Inspection and Use Requirements.. 12
5
ewphirb11x17p
Guide for Handling, Installing, Restraining & Bracing of
Engineered Wood Products
HB3-set+ansi
Metal Plate Connected Wood Truss Handbook Third Edition
(PRINT, CD-ROM) and ANSI/TPI 1-2014
ANSI/TPI 1-2007
COMMENTARY & APPENDICES
ANSI/TPI 1-2014
ANSI/TPI 1-2014
This guide for builders features
proper techniques for unloading,
storing, lifting, erecting, installing,
restraining and bracing engineered
wood products, such as I-joists
and structural composite lumber.
Numerous graphics and ANSI
standardized safety alert symbols
accompanied by written instructions
provide an easy-to-follow reference.
Due to the proprietary nature of most engineered wood products, this sheet is
intended to be a supplement to the more specific product information provided
by each manufacturer.
member
non-member
shipping
The full-color 11"x17" size is
lots of 100 PRICE
EACH lot PRICE EACH lot units x qty.
perfect for printing engineered
1-4
$59.00
$100.00
wood product placement 5-10
56.00
95.00
40
diagrams on the blank side.
11-20
54.00
92.00
COMMENTARY & APPENDICES TO ANSI/TPI 1-2007
D
O
C
U
M
E
N
T
S
Revision of ANSI/TPI 1-2007
Commentary & Appendices to
NATIONAL DESIGN
STANDARD
American National
FOR Standard
METAL PLATE CONNECTED
NATIONAL DESIGN
WOOD TRUSS CONSTRUCTION
STANDARD
FOR
Truss Plate Institute
Connecting the Truss Industry
218 North Lee Street, Ste. 312
Alexandria, VA 22314
(703) 683-1010
www.tpinst.org
141209 TPI 1 and Commentary Covers.indd 1
218 North Lee Street, Ste. 312
(703) 683-1010
www.tpinst.org
141209 TPI 1 and Commentary Covers.indd 2
21+
52.00
89.00
12/9/2014 12:00:42 PM
12/9/2014 12:00:42 PM
WTCA's Metal Plate Connected Wood Truss
Handbook (printed and on CD) covers
industry standards, building codes, design,
manufacturing, testing, quality assurance,
connection details, fire resistance assemblies
and more. Also included are appendices
with span tables, design aids, specifications,
a glossary and industry associations. The
most comprehensive industry reference of its
kind! This package also comes with ANSI/
TPI 1-2014, the “National Design Standard
for Metal Plate Connected Wood Truss
Construction” and Commentary. This is the
building code-referenced standard by which
all trusses are designed and manufactured in
the U.S.
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1-4
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154.00
55
FAD-D
Framing the American Dream®
FADrf-D
Framing the American Dream® with Roof and Floor Trusses
Two identical 2,600 sq. ft. homes were built
at the 1996 NAHB Builders Show – one
conventionally framed, the other built with
trusses and wall panels. This document
details what we learned about craftsmanship
in component manufacturing. Customize it
with your company’s logo and get maximum
exposure.
This document focuses exclusively on what
we learned about framing with roof and floor
trusses. Perfect for educating markets about the
benefits of framing with roof and floor trusses.
(4 pages)
lots of 50
1-4
5-19
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9.50
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24
Produced by the Carbeck Structural Components
Institute to accompany the Fire Performance of
Wood Trusses CD and is great for fire service
presentations and others in the construction
industry, It summarizes important facts about
trusses' performance when subjected to fire.
1-9
10-19
20+
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non-member
$15.00
14.00
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24
future-d
Future of Framing
This marketing brochure is an excellent way
to show customers and homeowners the many
benefits of truss construction and that structural
building components are the future of framing.
(4 pages)
lots of 50
1-9
10-19
20+
6
2016
member
non-member
$15.00
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Handbook is the most comprehensive industry
reference of its kind! Can be 3-hole punched.
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FIREBRO-d
Facts on the Fire Performance of Wood Trusses
(4 pages)
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HB3-D
(PRINT version)
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HB3-eD
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The electronic version of the Handbook allows you
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files.
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24
ORDER ONLINE AT sbcindustry.com/pubs
hb3-D+ANSI
(PRINT) & ANSI/TPI 1-2014 wallpanel11x17-p
wallpanelfold-p
Guide for Handling, Installing & Temporary Bracing of Wall Panels
This guide for builders features
storing, lifting, erecting, installing,
and temporarily bracing wall panels.
Numerous graphics and ANSIstandardized safety alert symbols
accompanied by written instructions
This full-color 11"x17" size is perfect
for printing wall panel placement
diagrams on the blank side.
Handbook packaged with ANSI/TPI 1-2014 and Commentary. ANSI/TPI 1-2014
ANSI/TPI 1-2014
ANSI/TPI 1-2007
Revision of ANSI/TPI 1-2007
NATIONAL DESIGN
STANDARD
AmericanFOR
National Standard
NATIONAL DESIGN
STANDARD
FOR
quantity
member
price each
non-member
price each
shipping
units x qty.
1-4
5-19
20+
$80.00
65.00
58.00
$200.00
162.50
145.00
60
wallpanel11x17-p
lots of
100
member
non-member shipping
PRICE EA. lot PRICE EA. lot units x qty.
lots of
1000
12/9/2014 12:00:42 PM
1-4
5-10
11-20
21+
12/9/2014 12:00:42 PM
hb3-ed+ansi
(CD-ROM) & ANSI/TPI 1-2014
ANSI/TPI 1-2014
ANSI/TPI 1-2014
ANSI/TPI 1-2007
NATIONAL DESIGN
STANDARD
American FOR
National Standard
NATIONAL DESIGN
STANDARD
FOR
quantity
member
price each
non-member
price each
shipping
units x qty.
1-4
5-19
20+
$105.00
83.00
77.00
$210.00
166.00
154.00
20
$100.00
95.00
92.00
89.00
40
1
2
wallpanelfold-p
member
non-member shipping
PRICE EA. LOT PRICE EA. LOT units x qty.
$560.00
540.00
$950.00
920.00
300
WFDbinder
Work Force Development Binder
Handbook on CD packaged with ANSI/TPI
1-2014 and Commentary. Revision of ANSI/TPI 1-2007
$59.00
56.00
54.00
52.00
D
D
O
O
C
C
U
U
M
M
EE
N
N
T
T
S
S
YOUR TOOLKIT FOR
BUILDING RELATIONSHIPS
& GROWING YOUR
WORKFORCE
12/9/2014 12:00:42 PM
2
SBCA – Structural Building Components Association
6300 Enterprise Lane | Madison, WI 53719 | 608-274-4849 | sbcindustry.com
12/9/2014 12:00:42 PM
The SBCA Work Force Development
Industry Promotion Binder is an excellent
tool to use in building relationships with tech
schools, community colleges and even high
schools. The binder includes a ten-minute
introduction to the structural building
components industry, with an emphasis on
careers. Perfect for classroom presentations
and job fairs! There are also full-color
brochures about careers in the industry, as
well as various SBCA publications to give
interested candidates a better understanding
of the many job opportunities available.
PBrace-D
Commentary for Permanent Bracing of Metal Plate
Connected Wood Trusses
Provides guidelines for Building Designers to
use in designing and specifying permanent
bracing for metal plate connected wood truss
systems. Illustrations clarify key points. (26 pages)
QUANTITY
1-9
10-19
20+
member
non-member
•Accountants
•ComponentBuilders
•Computer-savvyIndividuals
•Designers
•Drafters
•Engineers
•HumanResource&
PersonnelExperts
•ITSpecialists
•JobSchedulers
•Marketing&Sales
Representatives
•PlantManagers
•ProductionForemen
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•SoftwareProgrammers
•Transportation
Planners
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•YardForemen
$17.50
16.25
15.00
TheWFDpathisgood
forfinding:
•Accountants
•Designers
•Drafters
•Engineers
SBCA’s WorkForce Development (WFD)
•HumanResource&
website is a “one-stop” resource for
PersonnelExperts
members, educational institutions and
•ITSpecialists
potential
employees, which will help
•JobSchedulers
build the
talents needed to grow the
industry•Marketing&Sales
and provide career opportunities
Representatives
for workers
across the country. This site
•PlantManagers
also provides
exceptional online train•ProductionForemen
ing resources
to help potential, new and
existing•PurchasingAgents
employees increase their knowledge of•SoftwareProgrammers
the industry and its technology
in order•Transportation
to be more valuable assets and
reach their
individual potential.
Planners
•TruckDrivers
•YardForemen
shipping
units x qty.
TheSBCIndustryNeeds:
$7.00
6.50
6.00
YOUR PATH
TO A GREAT
NEW CAREER
4
To begin your search for dynamic candidates, go to SBCA’s WorkForce Development website at wfd.sbcindustry.com.
wfd.sbcindustry.com
There you can post current job openings,
review resumés posted by individuals
seeking job opportunities and contact
those who have the potential to be a
good fit for your company. You can also
use this website to interface with schools,
promote your company to potential employees and utilize SBCA’s evaluation and
training programs.
To find out more about careers in the structural building components industry, go to
SBCA’s WorkForce Development website at
wfd.sbcindustry.com.
There you can view current job openings
at companies across the country, post your
resumé, apply for jobs and gain access to
additional industry-specific training and education opportunities. You can also use this
website to find a component manufacturer
near you who may be offering internships or
part-time employment.
2014 CM WFD Brochure STEPS.indd 1
Structural Building Components Association (SBCA)
6300 Enterprise Lane • Madison, WI 53719
608-274-4849 • 608-274-3329 fax
[email protected] • sbcindustry.com
Proguide-D
Professional's Guide to the Structural Components Industry
SBCA’s new WorkForce Development
(WFD) website is a “one-stop” resource
for members, educational institutions
and potential employees, which will help
build the talents needed to grow the
industry
and provide career opportunities
TheSBCIndustry
Needs:
for workers across the country. This site
also •Accountants
provides exceptional online training resources
to help potential, new and
existing
employees increase their knowl•Computer-savvyIndividuals
edge of the industry and its technology
•Designers
in order to be more valuable assets and
•Drafters
reach their individual potential.
•Engineers
•HumanResource&
PersonnelExperts
•ITSpecialists
•JobSchedulers
wfd.sbcindustry.com
•Marketing&Sales
Representatives
•PlantManagers
•PurchasingAgents
•Transportation
Planners
•TruckDrivers
•YardForemen
YOUR PATH
TO A GREAT
NEW CAREER
SBCA’s
WorkForce
Development
Structural
Building
Components
Association website
(SBCA) at
6300
Enterprise Lane • Madison, WI 53719
608-274-4849 • 608-274-3329 fax
There you can view current job openings,
post your resumé, apply for jobs and gain
access to additional industry-specific training and education
opportunities.
Build Your
Dream
Job You can
also use this website to find a component
manufacturer near you who may be offering
The Structural
Building
internships or part-time employment.
Components Industry
May Be Right for You
2014 WFD Brochure.indd 1
2014 APPL WFD Brochure STEPS.indd 1
This binder designed for architects,
engineers, specifiers and building officials
includes selected information and SBCA
publications: the BCSI Book, Commentary
for Permanent Bracing of Metal Plate
Connected Wood Trusses and the Metal
Plate Connected Wood Truss Handbook.
Binder cover can be customized with
your company or chapter logo. Minimum
customized order of 25. TheSBCIndustryNeeds:
I M P O R TA N T S A F E T Y I N F O R M AT I O N
Guide to Good Practice for Handling, Installing, Restraining
& Bracing of Metal Plate Connected Wood Trusses
NOTICE
WARNING
CAUTION DANGER
JOINTLY PRODUCED BY
•Accountants
•Designers
•Drafters
•Engineers
•HumanResource&
PersonnelExperts
•ITSpecialists
•JobSchedulers
•Marketing&Sales
Representatives
•PlantManagers
•PurchasingAgents
•Transportation
Planners
•TruckDrivers
•YardForemen
quantity
1
SBCA’s WorkForce Development (WFD)
website is a “one-stop” resource for
members, educational institutions and
potential employees, which will help
build the talents needed to grow the
industry and provide career opportunities
for workers across the country. This site
also provides exceptional online training resources to help potential, new and
existing employees increase their knowledge of the industry and its technology
in order to be more valuable assets and
reach their individual potential.
non-member
price each
$100.00
$250.00
shipping
units x qty.
There you can view current job openings
at companies across the country, post your
resumé, apply for jobs and gain access to
additional industry-specific training and education opportunities. You can also use this
website to find a component manufacturer
near you who may be offering internships or
part-time employment.
2014 APPL WFD Brochure STEPS.indd 1
608-274-4849 • 608-274-3329 fax
90
Build Your Dream Job
The Structural Building Components
Industry May Be Right for You
WHAT ARE
STRUCTURAL
BUILDING
COMPONENTS?
Date:
Time:
wfd.sbcindustry.com
Location:
SBCA-WFD: An
Introduction to
the Structural
Building
Component
Industry
Find The Perfect Employee
How to Effectively Promote
the Structural Building
Components Industry
Discovering a Whole
New Career
SBCA – Structural Building Components Association
6300 Enterprise Lane | Madison, WI 53719 | 608-274-4849 | sbcindustry.com
2014 WFD Poster.indd 1
10/14/2014 10:04:43 AM
Power Point Presentation
& Support Materials
Copyright © 2014
SBCA Workforce Development
All rights reserved.
10/14/2014 11:56:38 AM
608-274-4849 • 608-274-3329 fax
10/14/2014 9:10:33 AM
9/19/2014 11:59:48 AM
quantity
1
member
PRICE EACH
non-member
price each
$35.00
N/A
SBCA-WFD: An
Introduction to
the Structural
Building
Component
Industry
Power Point Presentation
& Support Materials
shipping
units x qty.
90
Copyright © 2014
SBCA Workforce Development
WFDBROCHURE
Your Path To a New Career
YOUR PATH
TO A GREAT
NEW CAREER
wfd.sbcindustry.com
SBCA’s WorkForce Development website at
member
PRICE EACH
YOUR PATH
TO A VIBRANT
WORKFORCE
Build Your Dream Job
The Structural Building
Components Industry
May Be Right for You
2014 WFD CD Label.indd 1
10/14/2014 10:01:11 AM
The WFD brochure “Your Path to a Great New Career” is one
of three brochures in the WFD Binder providing an overview
of the career paths in the structural building components
industry. This can be used at career fairs and presentations
in educational institutions introducing the industry to potential
candidates for full-time and part-time employment.
LOTS OF 25
1
member
PRICE EACH
non-member
price each
$16.00
NA
shipping
units x qty.
10
9/19/2014 11:59:48 AM
Structural Building Components Association
2013 EDITION
2016
7
7
bcsied2-d
Building Component Safety Information Book – Guide to
Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses
The latest edition of BCSI (2013 edition updated
March 2015) includes updated references to the
2014 edition of TPI 1, the 2015 International
Building Code (IBC) and 2015 International
Residential Code (IRC), and the most current
editions of the OSHA Fall Protection standards.
BCSI consists of ten chapters that contain the
most current information regarding the handling,
installing, restraining and bracing of metal plate
connected wood trusses.
&
J
O
B
S
I
T
E
P
A
C
K
A
G
E
S
NOTICE
WARNING
CAUTION DANGER
JOINTLY PRODUCED BY
2013 EDITION
QUANTITY
member
PRICE EACH
non-member
PRICE EACH
UNITS PER BOOK
1-9
10-39
40-239
240+
$13.00
12.50
12.00
11.50
$26.00
25.00
24.00
23.00
10
BCSI Canada is the truss industry's guide for
jobsite safety and truss performance. This 8.5"
x 11" edition (3-hole punched and spiral bound)
includes information regarding the handling,
installation, restraining and bracing of metal
plate connected wood trusses. With revisions to
BCSI from TPIC, BCSI Canada includes:
NOTICE
WARNING
• Canadian references
CAUTION DANGER
JOINTLY PRODUCED BY
• Installation tolerances changed to align with
local practices
2014 EDITION
2014 BCSI Canada.indd 1
7/22/2014 8:04:54 AM
BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, INSTALLING, RESTRAINING AND BRACING OF TRUSSES
B1
Hoisting and Placement of Truss Bundles
Recomendaciones Para Levantar Paquetes de Trusses
Puede usar un solo lugar de levantar para
paquetes de trusses de la cuerda superior hasta
Handling — Manejo

For trusses stored for more than one week, cover
bundles to protect from the environment.
• Design related tables consistent with Canadian
design standard
• Floor truss lateral bracing matches current
Canadian practice
QUANTITY
member
PRICE EACH
non-member
PRICE EACH
SHIPPING UNITS X QTY.
EACH
$14.00
$24.00
100
b
1warnROLL2-P: 11"x17" on a 2" core roll. English/
Spanish. Do you print your plans on a plotter? If so, now
you can print them on paper that has BCSI-B1 pre-printed
on the reverse side! Roll size measures 24"x150'. Poster
image measures 11"x17" and repeats twice every 25" for a
total of 144 impressions per toll. Now you can have your
plotter paper and warning posters combined!
ging and hoisting
equipment.
dO nOt store
unbraced bundles
upright.
nO almacene
verticalmente los
trusses sueltos.
Construction Loading
Carga De Construcción
6' (1.8 m) o.c. max.
Soporte
cerca al pico
los trusses
de 20 pies o
menos.
dO nOt exceed maximum stack heights. Refer to BCSI-B4***
for more information.
Refer to BCSI-B2*** for more information.
Vea el resumen BCSI-B2*** para más información.

Locate ground braces for first truss directly in line
with all rows of top chord temporary lateral restraint
(see table in the next column).
dO nOt store on
uneven ground.
Repita los arrisotres diagonales para cada grupo de 4 trusses.
dO nOt stand on truss overhangs until
Structural Sheathing has been applied to
the truss and overhangs.
Lateral Restraints - 2x4x12' or
greater lapped over two trusses
or CLR splice reinforcement.
Bottom
chords
Coloque las cargas sobre tantos trusses como sea posible.
Coloque las cargas sobre las paredes soportantes.
Alterations — Alteraciones
2x_ CLR
Refer to BCSI-B5.***
B1WARNROLL2-P
member
non-member
PRICE each lot PRICE each lot
Minimum 2' 2x_ Scab block centered
over splice. Attach
to CLR with minimum 8-16d
(0.135x3.5") nails each side
of splice or as specified by the
Building Designer.
Note: Some chord and web members
not shown for clarity.
Trusses that have been overloaded during construction or altered without the Truss Manufacturer’s prior approval may render the Truss Manufacturer’s limited warranty null and void.
Trusses que se han sobrecargado durante la construcción o han sido alterados sin la autorización previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantía limitada del
Fabricante de Trusses.
SECTION A-A
Contact the Component Manufacturer for more information or consult a Registered design professional for assistance.
To view a non-printing PDF of this document, visit sbcindustry.com/b1.
***
Truss
Member
Note: Some chord
and web members
not shown for
clarity.
≤ 45° typ.
NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are
professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs
assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures
outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY.
These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading
personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented
only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as
superior to the building designer’s design specification for handling, installing, restraining and bracing trusses and it does not preclude the
use of other equivalent methods for restraining/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated
structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages
arising from the use, application, or reliance on the recommendations and information contained herein.
608-274-4849 • sbcindustry.com
10' (3 m) - 15' (4.6 m) max.
$153.00
148.00
139.00
B1WARN11x17 150727
7/28/2015 8:11:42 AM
b1warn11x17-P: Flat
11”x17” in English/Spanish.
Perfect for printing truss
placement diagrams on the
reverse side.
b1warn11x17-P and CANADAb1flat-P
member
non-member
shipping
LOTS 0F 250 PRICE EACH LOT PRICE EACH LOT
units x qty.
1-4
5-10
11-20
21-49
50+
b1warnfold-P: 11"x17"
folded to 8.5"x11" in English/
Spanish. Perfect size for
jobsite packages. Part of
the pre-assembled English/
Spanish JOBSITE PACKAGE
(JOBSITE-D).
$80.00
75.00
71.00
68.00
65.00
$136.00
127.00
120.00
115.00
110.00
100 (English/
Spanish)
180 (English/
French)
b1warnfold-P and CANADAb1fold-P
lots of
member
non-member
shipping
1,000 PRICE EACH LOT PRICE EACH LOT
units x qty.
1
2
3-5
6-12
13+
$320.00
300.00
284.00
272.00
260.00
$544.00
508.00
480.00
460.00
440.00
300 (English/Spanish)
600 (English/French)
ANADAB1Fold-P: C
11"x17" folded to 8.5"x11" in English/French. Perfect size for jobsite
packages. Part of the pre-assembled English/French JOBSITE PACKAGE
(CANADAJOBSITE-D). For use in Canada.
b1warnC-P: The
architectural C-size version of
the B1 Summary Sheet. This
18"x24" document is shipped
flat so truss placement
diagrams can be printed on
the reverse side. English/
Spanish.
b1warnC-P
lots of 250
1-3
4+
member
non-member
PRICE EACH LOT PRICE EACH LOT
$140.00
125.00
$238.00
212.00
shipping
units x qty.
180
bcsi-b2 Summary Sheet - Truss Installation & Temporary
Restraint/Bracing
B2
Truss Installation & Temporary Restraint/Bracing
Instalación de Trusses & Restricción/Arriostre Temporal

For Trusses Up to 2'-0" On-Center and 80'-0" in Length
Para Trusses Hasta 2 Pies En Centro y Hasta 80 Pies De Longitud
Warning Spans over 60' require more complex temporary installation restraint/bracing.
Consult a registered design professional.
¡aDVErTEnCia! Los tramos más de 60 pies requieren restricción/arriostre de instalación temporal más complejo. Consulte a un profesional registrado de diseño.
DangEr Disregarding handling, installing, restraining and bracing safety
recommendations is the principal cause of truss erection/installation accidents.
El no seguir las recomendaciones de manejo, instalación, restricción y arriostre es la causa principal de los accidentes durante la erección/instalación de trusses.
Diagonal
Lateral restraint is NOT
bracing
adequate without diagonal bracing.
La Restricción Lateral NO es adecLateral restraint
uada sin el Arriostre Diagonal.
Always diagonally brace for safety!
¡Siempre arriostre diagonalmente para seguridad!

Maximum Spacing For Top Chord Temporary Lateral Restraint (TCTLR)
El Espaciamiento Máximo Para La Restricción Lateral Temporal De La Cuerda Superior (TCTLR)
TCTLR shown
in green
max.*
spans
up
8' o.c.
up to
max.*
45'
6' o.c.
up to
max.*
60'
4' o.c.
up to
max.*
80'
Top Chord Temporary
Lateral Restraint
The graphic at left shows the maximum on-center spacing (see * at
left) of TCTLR based on truss span from the table in Step 2 on page 2.
• Ground bracing not shown for clarity.
• Apply diagonal bracing or structural sheathing immediately. For
spans over 60' applying structural sheathing immediately is the
preferred method.
El dibujo a la izquierda muestra el espaciamiento máximo en el centro
(vea * a la izquierda) del TCTLR basado en los tramos de trusses de
la tabla en el Paso 2 en la página 2.
• No se muestra el arriostre de tierra para claridad.
• Aplique inmediatamente el Arriostre Diagonal o el Entablado Estructural (structural sheathing). Para tramos más de 60 pies el método
preferido es entablarlos inmediatamente.
Check These Items Before Starting Truss Erection/Installation and Correct as Needed
Revise Estos Puntos Antes De Empezar La Erección/Instalación y Corríjalos Cuando Es Necesario

Building dimensions match the construction documents.
Las dimensiones del edificio concuerdan con los documentos de construcción.

Bearing supports (e.g., walls, columns, headers, beams, etc.) are accurately
and securely installed, plumb and properly braced.
Los soportes que sostienen cargas (ej., paredes, columnas, vigas de cabezera,
vigas, etcétera) son instalados seguramente y con precisión, y son nivelados y
arriostrados apropiadamente.
Hangers, tie-downs, restraint and bracing materials are on site and
accessible.
Los colgadores (hangers), soportes de anclaje (tie-downs) y materiales
de restricción y arriostre están accesibles en la obra.
Erection/installation crew is aware of installation plan and lateral
restraint/diagonal bracing requirements.
El personal de erección/instalación es consciente del plan de instalación
y los requisitos de restricción/arriostre.



200
TRuSS plATE INSTITuTE
218 N. Lee St., Ste. 312 • Alexandria, VA 22314
703-683-1010 • tpinst.org
2015 B1 Summary Sheet.indd 1
Truss
shipping
units x qty.
Truss bracing not shown for clarity.
nO corte, altere o perfore ningún miembro estructural de un truss, a
menos que esté específicamente permitido en el dibujo del diseño
del truss.
A
diagonal braces every 10
truss spaces 20' (6.1 m) max.
nO se pare en voladizos cerchas hasta
Revestimiento estructural ha sido aplicado
a la armadura y voladizos.
2 bundles
8" (203 mm)
3-4 tiles high
dO nOt cut, alter, or drill any structural member of a truss unless
specifically permitted by the truss design drawing.
diagonal braces every
10 truss spaces 20'
(6.1 m) max.
3) BOTTOM ChORd — CuERdA INfERIOR
Brace first
truss
securely
before
erection of
additional
trusses.
≈90°
dO nOt walk on unbraced trusses.
nO camine en trusses sueltos.
height
12" (305 mm)
16" (406 mm)
Concrete Block
Clay Tile
Vea el resumen BCSI-B5.***
Bottom
chords
10' (3 m) - 15' (4.6 m) max.
Same spacing as bottom chord
lateral restraint
Maximum Stack height
for Material on Trusses
Material
Gypsum Board
Plywood or OSB
Asphalt Shingles
dO nOt overload small groups or single trusses.
nO sobrecargue pequeños grupos o trusses individuales.
Position loads over load bearing walls.
CLR splice reinforcement
Truss Member
≤ 45° typ.
A
≤ 2’o.c., typ.
Coloque los arriostres de tierra para el primer
truss directamente en línea con cada una de las
filas de restricción lateral temporal de la cuerda
superior (vea la tabla en la próxima columna).
nO almacene en tierra
desigual.
Refer to BCSI*** for more detailed information pertaining to handling and jobsite storage of trusses.
Section A-A
Place loads over as many trusses as possible.
bracing
Top Chord Temporary
Lateral Restraint
(TCTLR)
2x4 min.
12.5'
(3.8 m)
14.6'
(4.5 m)
16.7'
(5.1 m)
18.8'
(5.7 m)
20.8'
(6.3 m)
22.9'
(7.0 m)
25.0'
(7.6 m)
29.2'
(8.9 m)
≥33.3'
(10.1 m)
never stack materials near a peak, at mid-span, on cantilevers or overhangs.
nUnca apile los materiales cerca de un pica, a centro de la luz, en
cantilevers o aleros.
LATERAL RESTRAINT & DIAGONAL BRACING ARE
VERY IMPORTANT
Web members
3/4"
(19 mm)
7/8"
(22 mm)
1"
(25 mm)
1-1/8"
(29 mm)
1-1/4"
(32 mm)
1-3/8"
(35 mm)
1-1/2"
(38 mm)
1-3/4"
(45 mm)
2"
(51 mm)
TCTLR
¡LA RESTRICCIÓN LATERAL Y EL ARRIOSTRE DIAGONAL SON
MUY IMPORTANTES!
Diagonal
Trusses up to 30'
(9.1 m)
Trusses hasta 30 pies
d (ft.)
1'
(0.3 m)
2'
(0.6 m)
3'
(0.9 m)
4'
(1.2 m)
5'
(1.5 m)
6'
(1.8 m)
7'
(2.1 m)
≥8'
(≥2.4 m)
nO exceda las alturas máximas de montón. Vea el resumen
BCSI-B4*** para más información.
A
10” or >
Truss attachment
required at support(s)
2) WEB MEMBER plANE — plANO dE lOS MIEMBROS SECuNdARIOS
(9.1 m) or less,
support at
quarter points.
Soporte de
los cuartos
de tramo los
trusses de 30
pies o menos.
d/50
nO proceda con la construcción hasta que todas las restricciones laterales y los arriostres estén colocados en forma
apropiada y segura.
A
≤ 45° typ.
Note: Ground bracing not shown for clarity.

Trusses 30'
Trusses up to 20'
(6.1 m)
Trusses hasta 20 pies
Out-of-plane
Max. Bow Truss length
Out-of-plumb
1/4"
(6 mm)
1/2"
(13 mm)
3/4"
(19 mm)
1"
(25 mm)
1-1/4"
(32 mm)
1-1/2"
(38 mm)
1-3/4"
(45 mm)
2"
(51 mm)
dO nOt proceed with construction until all lateral
restraint and bracing is securely and properly in place.
4' (1.2 m) o.c. max.
Refer to BCSI-B3***
for Gable End Frame restraint/bracing/
reinforcement information.
Para información sobre restricción/
arriostre/refuerzo para Armazones
Hastiales vea el resumen BCSI-B3***

Repeat diagonal braces for each set of 4 trusses.
Temporary Restraint & Bracing
Restricción y Arriostre Temporal
Vea el folleto BCSI*** para información más detallada sobre el manejo y almacenado de los trusses
en área de trabajo.
≤45°
Typical
$90.00
87.00
82.00
Tolerancias para
Fuera-de-Plomada.
DE LA GUÍA DE BUENA PRÁCTICA PARA EL MANEjO, INSTALACIÓN, RESTRICCIÓN Y ARRIOSTRE DE LOS TRUSSES
¡ADVERTENCIA! HOjA RESUMEN
Vanos más de 60 pies pueden requerir arriostre permanente complejo. Por favor, siempre consulte a un Profesional Registrado de Diseño.
10' o.c.
1-2
3-9
10+
Tolerancias para Fuera-de-Plano.
Tolerances for
Out-of-Plumb.
*Consult a Registered Design Professional for trusses longer than 60' (18.3 m).
*Consulte a un Professional Registrado de Diseño para trusses más de 60 pies.
TRuSSES up TO ANd OvER 60' (18.3 m)
TRuSSES hASTA y SOBRE 60 pIES
Installation of Single Trusses by Hand
Recommendacciones de Levantamiento de Trusses
Individuales Por La Mano
Diagonal bracing
shown in red
(2 rolls)
lot
Installing — Instalación
Tolerances for Out-of-Plane.
(PCTs). See top of next column for temporary restraint and bracing of PCTs.
Este método de restricción y arriostre es para todo trusses excepto trusses de cuerdas paralelas
(PCTs) 3x2 y 4x2. Vea la parte superior de la columna para la restricción y arriostre temporal de PCTs.
Vea el BCSI-B2*** para las opciones de TCTLR.
Los trusses pueden ser descargados directamente en el suelo en aquel momento de entrega
o almacenados temporalmente en contacto con el
suelo después de entrega. Si los trusses estarán
guardados para más de una semana, ponga
bloqueando de altura suficiente detrás de la pila
de los trusses a 8 hasta 10 pies en centro (o.c.).
Para trusses guardados por más de una semana,
cubra los paquetes para protegerlos del ambiente.
to each truss with at least 2-10d (0.128x3"), 2-12d (0.128x3.25") or 2-16d (0.131x3.5") nails.
Sostenga cada truss en posición con equipo de grúa hasta que la restricción lateral temporal de
la cuerda superior esté instalado y el truss está asegurado en los soportes.
(6.1 m) or
less, support
near peak.
Trusses may be unloaded directly on the ground at
the time of delivery or stored temporarily in contact
with the ground after delivery. If trusses are to be
stored for more than one week, place blocking of
sufficient height beneath the stack of trusses at 8’
(2.4 m) to 10’ (3 m) on-center (o.c.).
≤ 2’o.c., typ.
All lateral restraints
lapped at least two trusses.
La madera 2x4 clasificada por estrés es la madera mínima utilizada para restricción lateral y arriostramiento diagonal. Atarlas a cada braguero con al mínimo 2 clavos 10d (0.128x3”), 12d (0.128x3.25”) o 16d (0.131x3.5”).
1) TOp ChORd — CuERdA SupERIOR
TrussSpan
Span
Top
Chord
Temporary
lateral
Restraint
(TCTlR)
Spacing
Truss
Top
Chord
Temporary
lateral
Restraint
(TCTlR)
Spacing
longitud
longitudde
deTramo
Tramo Espaciamiento
Espaciamientodel
delArriostre
ArriostreTemporal
Temporalde
dela
laCuerda
CuerdaSuperior
Superior
Up to 30'
10' (3 m) o.c. max.
(9.1 m)
30' (9.1 m) –
8' (2.4 m) o.c. max.
45' (13.7 m)
TRuSSES up TO 60' (18.3 m)
TRuSSES hASTA 60 pIES
equipment until top chord temporary lateral
restraint is installed and the truss is fastened
to the bearing points.

Trusses 20'
!
Apply diagonal brace to vertical
webs at end of cantilever and at
bearing locations.

This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses

Hold each truss in position with the erection
Use equipo apropiado
para levantar e
improvisar.
g


Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber. Attach
45' (13.7 m) –
60' (18.3 m)
60' (18.3 m) –
80' (24.4 m)*
Repeat diagonal bracing
every 15 truss spaces 30'
(9.1 m) max.
Diagonal bracing
≤ 45° typ.
Vea el resumen BCSI-B7***
para más información.
*Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords
and 15' (4.6 m) o.c. for 4x2 chords.
Restraint/Bracing for All Planes of Trusses
Restricción/Arriostre Para Todos Planos de Trusses
TRuSSES up TO 30' (9.1 m)
TRuSSES hASTA 30 pIES
Spreader bar
for truss

Use proper rig
El contratista tiene la responsabilidad de recibir,
descargar y almacenar adecuadamente los
trusses en la obra. Descargue los trusses en la
tierra liso para prevenir el daño.
n
¡caUteLa!
Utilice cuidado
especial en
días ventosos o
cerca de cables
eléctricos o de
10' (3 m) or
15' (4.6 m)*
Refer to
BCSI-B7*** for more
information.

See BCSI-B2*** for TCTLR options.
Avoid lateral
bending.
Evite la flexión lateral.
The contractor
is responsible for
properly receiving,
unloading and storing
the trusses at the
jobsite. Unload trusses to smooth surface to
prevent damage.
i
¡advertencia! No sobrecargue la
estructura apoyada con el paquete de
trusses.
Place truss bundles in stable position.
Using a single pick-point at the peak can damage the truss.
El uso de un solo lugar en el pico para levantar puede
hacer daño al truss.
caUtiOn Use
special care in
windy weather or
near power lines
and airports.
Restraint & Bracing for 3x2 and 4x2 Parallel Chord Trusses
Restricción y Arriostre Para Trusses de Cuerdas Paralelas 3x2 y 4x2
Refer to BCSI-B2*** for more information.
Vea el resùmen BCSI-B2*** para más información.
Mechanical Hoisting Recommendations for Single Trusses
Recomendaciones Para Levantar Trusses Individuales
¡caUteLa! Utilice cautela al quitar las ataduras
o los pedazos de metal de sujetar para evitar
daño a los trusses y prevenir la herida personal.
Lleve el equipo protectivo personal para ojos,
pies, manos y cabeza cuando trabaja con
trusses.
r
n
trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses
(see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below).
7) Repeat process with groups of four trusses until all trusses are set.
1) Instale los arriostres de tierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra.
3) Instale los próximos 4 trusses con restricción lateral temporal de miembro corto (vea abajo). 4)
Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los
planos de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instale
la restricción lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita éste
procedimiento en grupos de cuatro trusses hasta que todos los trusses estén instalados.
Warning Do not over load supporting
structure with truss bundle.
45’ y trusses de cuerdas paralelas de 30’ o
Puse paquetes de trusses en una
menos.
posición estable.
Use por lo menos dos puntos de levantar con
grupos de trusses de cuerda superior inclinada
hasta 60’ y trusses de cuerdas paralelas hasta
45’. Use por lo menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada
mas de 60’ y trusses de cuerdas paralelas mas de 45’.
¡advertencia! El resultado de un manejo,
levantamiento, instalación, restricción y arrisotre
incorrecto puede ser la caída de la estructura o
aún peor, heridos o muertos.
caUtiOn Exercise care when removing banding and handling trusses to avoid
damaging trusses and prevent injury. Wear
personal protective equipment for the eyes,
feet, hands and head when working with
trusses.
a

1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4
never use banding to lift a bundle.
nUnca use las ataduras para levantar un paquete.
top chord pitch trusses up to 45ꞌ (13.7 m) and
parallel chord trusses up to 30ꞌ (9.1 m).
Use at least two lift points for bundles of top
chord pitch trusses up to 60' (18.3 m) and parallel chord trusses up to 45' (13.7 m). Use at least
three lift points for bundles of top chord pitch
trusses >60' (18.3m) and parallel chord trusses
>45' (13.7 m).
Warning The consequences of improper
handling, erecting, installing, restraining
and bracing can result in a collapse of the
structure, or worse, serious personal injury or
death.
w
Steps to Setting Trusses
Las Medidas de la Instalación de los Trusses
dOn’t overload the crane.
nO sobrecargue la grúa.

A single lift point may be used for bundles of
The BCSI-B1 Summary
Sheet is for builders and
features proper techniques
for unloading, storing,
lifting, erecting, installing,
restraining and bracing
trusses. This document
summarizes Section B1 of the
BCSI Book and is available in
several different formats and
languages.
B1
Spans over 60’ may require complex permanent bracing. Please always consult a Registered Design Professional.
Notas Generales
General Notes
Trusses are not marked in any way to identify the
Los trusses no están marcados de ningún modo que
frequency or location of temporary lateral restraint identifique la frecuencia o localización de restricción
and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las
for handling, installing and temporary restraining
recomendaciones de manejo, instalación, restricción
and bracing of trusses. Refer to BCSI – Guide to
y arriostre temporal de los trusses. Vea el folleto BCSI
Good Practice for Handling, Installing, Restraining – Guía de Buena Práctica para el Manejo, Instalación,
& Bracing of Metal Plate Connected Wood
Restricción y Arriostre de los Trusses de Madera
Trusses*** for more detailed information.
Conectados con Placas de Metal*** para información
más detallada.
Truss Design Drawings may specify locations of
permanent lateral restraint or reinforcement for Los dibujos de diseño de los trusses pueden especificar
individual truss members. Refer to the BCSI-B3*** las localizaciones de restricción lateral permanente o
for more information. All other permanent bracing refuerzo en los miembros individuales del truss. Vea
design is the responsibility of the building designer. la hoja resumen BCSI-B3*** para más información. El
resto de los diseños de arriostres permanentes son la
responsabilidad del diseñador del edificio.
ANADAB1Flat-P: Flat
C
11”x17” in English/French.
For use in Canada.
CANADAbcsi-d
Canadian Building Component Safety Information Book
bcsi-b1 Summary Sheet - Guide for Handling, Installing,
Restraining & Bracing of Trusses
This document summarizes the information provided in Section B1 of the 2013 Edition of Building Component Safety Information BCSI – Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright © 2004-2015 Structural Building Components
Association and Truss Plate Institute. All rights reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. This document should appear in more than one color. Printed in the United States of America.
B
C
S
I

Multi-ply trusses, including girders, are correctly fastened together prior to
lifting into place.
Los trusses de varias capas, incluyendo travesaños, son fijados juntos correctamente antes de levantarlos en lugar.
Any truss damage is reported to truss manufacturer. Refer to BCSI-B5.*** Do
not install damaged trusses unless instructed to do so by the building designer, truss designer or truss manufacturer.
Algún daño a los trusses ha sido reportado al fabricante de trusses. Vea el
resumen BCSI-B5.*** No instale trusses dañados a menos que se dijeren el
diseñador del edificio, el diseñador del truss o el fabricante del truss.




Trusses are the correct dimension.
Los trusses son la dimensión correcta.
Tops of bearing supports are flat, level and at the correct
elevation.
La parte superior de los soportes de cojinete son planas,
niveladas y a la elevación correcta.
Jobsite is clean and neat, and free of obstructions.
La obra está limpia, ordenada y sin obstrucciones.
Ground bracing procedure for first truss is based on site
and building configuration.
El procedimiento de Arriostre de Tierra para el primer
truss es basado en el terreno y la configuración del
edificio.
Interior
Exterior
If ground level is too far
from truss for exterior
ground bracing, use
interior ground bracing.
Si el nivel del terreno es
demasiado lejos para
usar Arriostre de Tierra
exterior, use Arriostre
de Tierra interior.
B2Temp 150723
BCSI-B2 SUMMARY SHEET
The BCSI-B2 Summary Sheet summarizes Section
B2 of the BCSI Book, providing options for safe
temporary restraint/bracing installations and
strongly emphasizing how all lateral restraint must
be stabilized with diagonal bracing. It simplifies how
to get the first five trusses erected, restrained and
braced efficiently and safely.
b2temp-d: English/Spanish version. Designed to
be included with jobsite packages. Part of the
pre-assembled English/Spanish JOBSITE PACKAGE
(JOBSITE-D).
8/24/2015 1:36:58 PM
CANADAb2-d: English/French version. Designed
to be included with jobsite packages. Part of the
pre-assembled English/French JOBSITE PACKAGE
(CANADAJOBSITE-D).
(8 pages)
lots of 50
1-9
10-19
20-99
100+
8
2016
member
non-member
$46.00
44.00
42.00
40.00
$78.00
75.00
71.50
68.00
shipping
units x qty.
80 (English/French)
BCSI-B3 Summary Sheet - Permanent Restraint/Bracing of
Chords & Web Members
 “Sway” bracing is installed at the discretion of the building
 Install the diagonal bracing at an angle of less-than-or-equal-to 45° to the CLR and position so that
it crosses the web in close proximity to the CLR. Attach the diagonal brace as close to the top and
bottom chords as possible and to each web it crosses. Repeat every 20’ (6.1 m) or less.
Instale el arriostre diagonal a un ángulo menos de o igual a 45° al CLR y colóquelo para que cruce
la cuerda muy cerca del CLR. Sujete el arriostre diagonal tan próximo a las cuerdas superiores y
inferiores como sea posible y a cada cuerda que lo cruza. Repita cada 20 pies (6.1 m) o menos.
Permanent continuous
lateral restraint
≤45˚
Diagonal*
bracing
DIAGONAL
BRACING
≤45˚
Lateral
restraint
≤45˚
Group of 2 Trusses
Lateral restraint
 Use rows of continuous lateral restraint with diagonal
Directly
attached
rigid ceiling
WEBREINF 20060409
Web Member Plane Permanent Building Stability Bracing to Transfer
Wind & Seismic Forces
Arriostre de Estabilidad Permanente del Edificio del Plano de Miembros
Secundarios para Desplazar Fuerzas de Viento y Fuerzas Sísmicas
axial forces caused by the in-plane loads applied to the truss. Additional restraint and bracing within
the web member plane may also be required to transfer lateral forces due to wind and/or seismic
loads applied perpendicular to the plane of the trusses. This restraint and bracing is typically specified by the building designer.
La restricción o refuerzo de miembros secundarios especificada en un TDD es requerido para
resistir la deformación bajo fuerzas axiales causadas por cargas verticales aplicadas al truss. Restricción adicional y el aparato ortopédico dentro del plano miembro de banda también puede ser
necesaria para transferir fuerzas laterales debidas al viento y / o cargas sísmicas aplicadas perpendicular al plano de las cerchas. Esta restricción y arriostre es típicamente provisto por el diseñador
del edificio.
Gable end
frame
≤20'
(6.1 m)
Diagonal
braces
 Lateral restraint & diagonal bracing can also be used with small groups of trusses (i.e., three or
less). Attach the lateral restraint & diagonal brace to each web member they cross.
Restricción lateral y arriostre diagonal también puede ser usado con grupos pequeños de trusses
(ej. tres o menos). Sujete la restricción lateral y el arriostre diagonal a cada miembro secundario
que los cruzan.
Note: Top chord
sheathing not shown
for clarity.
designer to help stabilize the truss system and minimize
the lateral movement due to wind and seismic loads.
Arriostre de “sway” está instalado por la discreción del
diseñador del edificio para ayudar en estabilizar el sistema
de trusses y para minimizar el movimiento lateral debido a
cargas de viento y cargas sísmicas.
 Sway bracing installed continuously across the building
also serves to distribute gravity loads between trusses of
varying stiffness.
Arriostre de “sway” que es instalada continuadamente al través del edificio también es usado para
distribuir las cargas de gravedad entre trusses de rigidez variando.
Permanent Restraint/Bracing for the Top Chord in a Piggyback Assembly
Restricción/Arriostre Permanente para la Cuerda Superior en un Ensamblaje de Piggyback
 The web member restraint or reinforcement specified on a TDD is required to resist buckling due to
sheathing
Diagonal
brace
Diagonal “X” bracing in the top chord plane at
intervals specified by the building designer
bracing, gypsum board sheathing or some other ceiling
material capable of functioning as a diaphragm.
Use filas de restricción lateral continua con arriostre
diagonal, entablado de yeso o cualquier otro material para
techo que pueda funcionar como un diafragma.
T, L o REFUERZO
DE SCABS
 Provide restraint and bracing by:
Repeat diagonal
• using rows of minimum 4x2 stress-graded
bracing (red) at 10'
lumber CLR and diagonal bracing, or
(3 m) intervals, or as
• connecting the CLR into the roof diaphragm, specified.
or
• adding structural sheathing or bracing
frames, or
• some other equivalent means.
Provee restricción y arriostre por:
• usando filas de 4x2 CLR de madera graduada por esfuerzo y arriostre diagonal, o
• conectando el CLR al diafragma del echo, o
• añadiendo entablado estructural o arm
zanes de arriostre, o
≤45˚ typ.
• algunos otros métodos equivalentes.
Horizontal
L- reinforcement
attached to the top chord of the supporting truss.
Consulte el TDD para el espaciamiento máximo supuesto para sujetar la restricción lateral
Cap
(p. ej., vigas) a la cuerda superior del truss
trusses
soportante.
CLR required only
if bracing frame or
structural sheathing
is installed intermittently
restraint and minimum connection requirements
between the cap and the supporting truss or
restraint.
El TDD provee el grosor supuesto de la restricción y los requisitos de conexión mínimos entre
la capa y el truss soportante o la restricción.
Bracing frame
or structural
sheathing
Supporting
trusses
 If diagonal bracing is used to restrain the
Bottom chord
lateral restraint
Gable end/wall permanent diagonal bracing.
Locate in line with bottom chord permanent
CLR or as specified by the building designer.
CLR (green)
at ≤ the spacing specified
on the truss
design
drawing
 Refer to the TDD for the maximum assumed spacing between rows of lateral restraint (e.g. purlins)
 The TDD provides the assumed thickness of the
Roof
diaphragm
blocking
Note: Some chord and web members not
shown for clarity.
Structural
Group of 3 Trusses
grade for the sheathing, purlins and bracing are
provided in the building code and/or by the building designer.
El tamaño de cierre y requisitos de espaciamiento y grado para el entablado, vigas de soporte y
arriostre son provistos en el código del edificio
y/o por el diseñador del edificio.
2. Permanent Bracing for the Bottom
Chord Plane
Arriostre Permanente para el Plano de
la Cuerda Inferior
T, L OR SCAB
REINFORCEMENT
VEA DIBUJO DE DISEÑO DE TRUSS PARA INFORMACIÓN ESPECÍFICA
REFUERZO DE MIEMBRO SECUNDARIO REQUERIDO
Diagonal brace to roof diaphragm blocking
*Min. 2x4
stress-graded
lumber, typ.
Purlins
 Fastener size and spacing requirements and
WEB REINFORCEMENT REQUIRED
SEE TRUSS DESIGN DRAWING FOR SPECIFIC INFORMATION
that require lateral restraint or reinforcement.
Algunos fabricantes de trusses marcan en el truss las ubicaciones de refuerzo o restricción lateral
de miembros secundarios con etiquetas similares a las arriba.
≤45˚
on the assumed support for the top chord.
El Dibujo del Diseño de Truss (TDD) provee
información sobre el soporte supuesto para la
cuerda superior.
NOTE: WEB MEMBER
REINFORCEMENT MAY
ALSO BE POSSIBLE; SEE
BCSI-B3
LATERAL
RESTRAINT
RESTRICCIÓN LATERAL PERMANENTE Y ARRIOSTRE
DIAGONAL ES REQUERIDO
 Some truss manufacturers provide additional assistance by using tags to mark the web members
Sujete cada fila de CLR en las ubicaciones mostrados en el TDD.
≤45˚
PERMANENT LATERAL RESTRAINT
& DIAGONAL BRACING REQUIRED
SEE TRUSS DESIGN DRAWING FOR LATERAL RESTRAINT; CONSULT BUILDING DESIGNER
AND/OR BCSI-B3 FOR DIAGONAL BRACING
VEA EL DIBUJO DE DISEÑO DE TRUSS PARA RESTRICCIÓN LATERAL; CONSULTE AL DISEÑADOR
DE EDIFICIO Y/O BCSI-B3 PARA ARRIOSTRE DIAGONAL
A. Continuous Lateral Restraint (CLR) &
Diagonal Bracing
Restricción Lateral Continua (CLR) y Arriostre Diagonal
Continuous*
lateral restraint
 The Truss Design Drawing (TDD) provides information
Permanent Bracing for Special Conditions
Arriostre Permanente Para Condiciones Especiales
Sway Bracing—Arriostre de “Sway”
www.tpinst.org
One restraint required
on each of these webs.
Note: CLR can be
installed on either side
of Member.
A. Continuous lateral restraint & diagonal bracing, or
B. Individual member web reinforcement.
Restrinja y arriostre con,
A. Restricción lateral continua y arriostre diagonal, o
B. Refuerzo de miembros secundarios individuales.
 Attach each row of CLR at the locations shown on the TDD.
EXAMPLES OF DIAGONAL BRACING WITH CONTINUOUS
LATERAL RESTRAINT
structural purlins that are properly braced. Attach to each
truss.
Use contrachapado, panel de fibras orientado (OSB),
o vigas de soporte de madera o metal que estén
arriostrados apropiadamente. Sujete a cada truss.
¡caUteLa! El uso de un armazón hastial de la cuerda inferior con trusses contiguos cuales
tienen cuerdas inferiores pendientes es prohibido por algunos códigos de edificios porque arriostre adecuado de esta condición es difícil y a veces imposible. Consideraciones especiales de
diseño para el arriostre de la pared de extremo son requeridos por el diseñador del edificio si el
perfil del armazón hastial no hace juego con los trusses contiguos.
web reInforcemenT for sIngle Ply Trusses1
WTCA – Representing the Structural Building Components Industry & Truss Plate Institute
Copyright © 1992-2006
All Rights Reserved
Revisa el TDD para determinar cuales miembros secundarios
(si algunos) requieren restricción para resistir el torcer.
 Use plywood, oriented strand board (OSB), or wood or metal
caUtiOn! Using a flat bottom chord gable end frame with adjacent trusses that have sloped
bottom chords is prohibited by some building codes as adequate bracing of this condition is difficult and sometimes impossible. Special end wall bracing design considerations are required by
the building designer if the gable end frame profile does not match the adjacent trusses.
La siguiente tabla puede ser usada a menos que información más específica está provista.
Individual Web Member Permanent Restraint & Bracing
Restricción y Arriostre Permanente de Miembros Secundarios Individuales
 Restrain and brace with,
cauTIon Without permanent bracing the truss, or a portion of its members, will buckle (i.e., fail)
at loads far less than design.
¡caUteLa! Sin el arriostre permanente, del truss, o un parte de los miembros, torcerán
(ej. fallarán) de cargas muchas menos que las cargas que el truss es diseñado a llevar.
Structural
sheathing
1. Permanent Bracing for the Top Chord Plane
on top chord
Arriostre Permanente para el Plano de la Cuerda
plane
Superior
Example of raked gable end wall
(with scissors gable end frame)
Truss Member, typ.
 The following table may be used unless more specific information is provided.
Truss
Member
CLR(s), repeat at 10’ (3 m) intervals, or as
specified in the construction documents.
Si arriostre diagonal es usado para restringir
el/los CLR(s), repita en intervalos de 10 pies
o como especificado en los documentos de
construcción.
To view a non-printing PDF of this document, visit sbcindustry.com/b3.
Para ver un PDF de este documento que no se puede imprimir, visita sbcindustry.com/b3.
 Some truss designers provide general design tables and details to assist the building designer in
determining the bracing required to transfer lateral loads due to wind and/or seismic forces from the
gable end frame into the roof and/or ceiling diaphragm.
Algunos diseñadores de trusses proveen tablas y detalles de diseño generales para asistir el
diseñador del edificio en determinar el arriostre requerido para pasar cargas laterales debidas a
fuerzas de viento y/o fuerzas sísmicas del armazón hastial al diafragma del techo.
Cargas de construcción son las
cargas que están impuestas a los edificios incompletos como resultado del
proceso de construcción. Cargas de
construcción típicas incluyen el peso
de los trabajadores, el equipo y los
materiales de construcción, etcétera.
Por ejemplo, un paquete de entablado
contrachapado o tabla de yeso apilados temporalmente sobre los trusses
crean cargas de construcción.
Construction loads are
those loads imposed on the
unfinished building as a result
of the construction process.
Typical construction loads include the weight of the workers, equipment, and building
materials, to name a few. For
example, a bundle of plywood
sheathing or gypsum board
stacked on trusses temporarily creates construction loads.
restringido y arriostrado según las pautas en BCSI-B1*** y
BCSI-B2 *** antes de colocar alguna carga de construcción
en la estructura. Solamente coloquen cargas de construcción
arriba de estructuras cuales son restringidos y arriostrados
completamente.
braced according to the guidelines in BCSI-B1*** and
BCSI-B2*** before placing any construction loads on them.
Construction loads shall only be placed on fully restrained
and braced structures.
¡ADVERTENCIA! Apilando cantidades excesivas de cargas
de construcción sobre trusses de piso u techo es una práctica
peligrosa. Daño a la propiedad, herida personal y/o muerte son
posibles si no sigue esta advertencia.
WARNING Stacking excessive amounts of construction
materials on floor or roof trusses is an unsafe practice. Property damage, personal injury and/or death are possible if this
warning is not heeded.
Los trusses que han sidos demasiado estresados debido a cargas de construcción excesivas usualmente demuestran
una desviación excesiva, y por lo menos una parte de este
desviación se quedarán aún después de que la carga se haya
quitada. En casos más severos, miembros quebrados del truss
y/o junturas falladas pueden resultar.
Trusses that have been over-stressed due to excessive
construction loading will usually show excessive sagging (deflection) and at least a portion of this deflection will remain even after
the load has been removed. In more severe cases, broken truss
members and/or failed truss joints may result.
Construction Loading DO's and DON’Ts
DON’T stack materials on unbraced trusses.
Que HACER y NO HACER Con Las Cargas
De Construccion
DON’T overload the trusses.
NO amontone materiales sobre trusses que no esten arriostrados.
NO sobrecargue los trusses.
DON’T exceed stack heights listed in the table.
NO exceda la altura de montón indicada en la tabla que sigue.
Height – Altura
12" – 12 pulgadas
Plywood or OSB – Madera Contrachapada u OSB
16" – 16 pulgadas
Asphalt Shingles – Teja de Asfalto
2 bundles – 2 paquetes
Concrete Block – Bloque de Hormingón
8" – 8 pulgadas
Clay Tile – Teja de Arcilla
Truss PlaTe InsTITuTe
218 N. Lee St., Ste. 312 • Alexandria, VA 22314
703-683-1010 • tpinst.org
B3WEB11x17 150723
b4constload-d: English/Spanish version.
Designed to be included with jobsite packages.
Part of the pre-assembled English/Spanish JOBSITE
PACKAGE (JOBSITE-D).
Properly restrain and
brace trusses before
stacking construction
materials on them.
Diagonal
Bracing
Lateral
Restraint
Maximum Stack Height for Material on Trusses1,2
Maximua Altura de Montón para Material encima de los Trusses
Material – Material
Gypsum Board – Tabla de Yeso
Structural
Sheathing
3-4 tiles – 3-4 azulejos
1
This table is based on trusses designed with a live load of 40 psf or greater. For other loading
conditions, contact a Registered Design Professional.
2
Limit stacking periods to approximately one week, unless alternative information is provided by the
Building Designer, Truss Designer or Truss Manufacturer.
B4ConstLoad 150715
RESTRICCIóN/ARRIOSTRE PERMANENTE DE lAS CUERDAS Y lOS MIEMBROS SECUNDARIOS
Tramos sobre 60 pies o más pueden requerir arriostre permanente complejo. Por favor, consulte siempre a un profesional registrado de diseño.
þ Asegúrese que el montaje del truss está adecuadamente
þ Make sure that the truss assembly is properly restrained and
7/30/2015 12:54:27 PM
7/22/2015 11:07:43 AM
b3flat-p: Flat 11”x17” in English/Spanish.
Perfect for printing truss placement diagrams on the
reverse side.
CANADAB4-d: English/French version.
Designed to be included with jobsite packages.
Part of the pre-assembled English/French JOBSITE
PACKAGE (CANADAJOBSITE-D).
CANADAB3Flat-P: Flat 11”x17” in English/
French. Perfect for printing truss placement
diagrams on the reverse side.
(2 pages)
lots of 50
b3flat-P and CANADAb3flat-P
lots of 250
1-4
5-10
11-20
21-49
50+
member
non-member
$80.00
75.00
71.00
68.00
65.00
$136.00
127.00
120.00
115.00
110.00
1-9
10-19
20-99
100+
shipping
units x qty.
B5


DON’T cut truss members. The modification
shown in this photo needs to be repaired.
NO corte los miembros de los trusses. La modificación
mostrada en esta foto necesita una reparación.

mente:
1. Arriostrar o soportar el truss temporalmente para prevenir más
daño al truss y peligro potencial a los trabajadores.
Damaged plate
1. Temporarily brace or support the
truss to prevent further damage to
the truss and potential dangerto
workers.
2. Report damage, alterations or
installation errors to the truss
manufacturer immediately. Failure
to report may void any warranties.
2. Reporte daño, alteraciones o errores de instalación al fabricante de los trusses inmediatamente. Falta de reportarlo
puede poner en nulo la garantía.
Removed plate
3. No intente a reparar el truss sin unas Instrucciones de Reparación del diseñador del edificio, diseñador del truss o el fabricante del truss.
Drilled hole
Examples of Damage or Alterations
4. Antes de empezar la reparación, poner el truss plano en un
superficie sólido y llano. Si el truss ya está instalado, apuntalar
el truss para aliviar alguna carga.
3. Do not attempt to repair the truss
without a Repair Detail from the building designer, truss designer
or truss manufacturer.
5. Reparar el truss por seguir exactamente la información provista en las Instrucciones de Reparación. Asegúrese que use
los materiales correctos como es especificado. Busca el guía
profesional si algo está vago.
4. Prior to beginning the repair, lay the truss flat on a solid, level surface. If the truss is already installed, shore up the truss to relieve
any load.
6. Guarde las Instrucciones de Reparación en caso de que el inspector de edificios, diseñador del edificio o dueño las solicite.
7. Si la Instrucción de Reparación no es para la condición
específica que está reparando, no usarla. Siempre siga las
Instrucciones de Reparación, específicamente preparado para
su situación exacta.
6. Keep the Repair Detail in case the building official, building designer or owner requests it.
7. If the Repair Detail is not for the specific field condition being repaired, do not use it. Always follow the Repair Detail prepared
for your specific situation.
b3fold-P and CANADAb3fold-P
$544.00
508.00
480.00
460.00
440.00
Nailed or
pressed plate




Plywood or oriented strand board
(OSB) gussets over damaged
plates or joints.
Metal nail-on plates.
N/A
Madera contrachapada u panel de fibras orientadas (OSB) escudese sobre chapas dañadas o junturas.
(2 pages)
lots of 50
 Chapas de truss aplicadas por una prensa portátil.
No intente a reparar el truss sin Instrucciones de Reparación del diseñador del
edificio, diseñador del truss o fabricante de truss.
Lumber scabs or repair frames over broken chords and/or webs.
Truss plates applied by a portable press.
B5Repair 150422
member
non-member
1-9
10-19
20-99
100+
5/15/2015 9:50:31 AM
&
J
O
B
S
I
T
E
P
A
C
K
A
G
E
S
shipping
units x qty.
$14.00
13.50
13.00
12.00
$24.00
23.00
22.00
20.00
10
b7fold-p and CANADAb7fold
b7flat-p and CANADAb7fLAT
b7 summary Sheet - Temporary and Permanent Restraint/
Bracing for Parallel Chord Trusses
B7
permanent lateral restraint for individual truss
members. Refer to the BCSi-B3*** for more
information. All other permanent bracing design is
the responsibility of the building designer.
Las recomendaciones de restricción y arriostre
provistas en este documento tratan los Trusses de
Cuerdas Paralelas (PCT) fabricados con la caraancha de la madera orientada horizontalmente.
Refiera al BCSi-B2*** para las recomendaciones
de restricción y arriostre para PCT construido
con la cara-ancha de la madera orientada
verticalmente.
Los Dibujos del Diseño de Truss pueden especificar
las ubicaciones de restricción lateral permanente
para miembros individuos del truss. Refiera
al BCSi-B3*** para más información. Todo
del otro diseño de arriostre permanente es la
1) Coloque el primer truss y sujetarlo seguramente a la estructura soportante.
2) Coloque los próximos cuatro trusses al extremo del espacio, clavando apropiadamente los trusses
en todos lugares de cojinetes. Asegure los extremos de los trusses soportantes de la cuerda inferior
con el arriostre diagonal, el bloqueando o la tabla de borde cuando cada truss está instalado (vea
las figuras en la próxima columna).
Using a single pick at the mid-span can
damage the truss.
El uso de un solo lugar en el medio-tramo o
para levantar puede hacer daño al truss.
3) Arriostre este ensamblaje de cinco trusses por sujetar el entablado estructural a las cuerdas
superiores o por añadir 2x4 restricción lateral y arriostre diagonal (vea las tablas y figures en la
próxima columna).
Toe-in
Tagline
Approx. ½ truss length
TRUSSeS UP TO 30' (9.1 m)
Tagline
Toe-in
Spreader bar ½ to ²/³ truss length
TRUSSeS UP TO 60' (18.3 m)

Hold each truss in position with the erection equipment until top chord temporary lateral
restraint is installed and the truss is fastened to the bearing supports.
Sostenga cada truss en posición con equipo de grúa hasta que la restricción lateral temporal
de la cuerda superior esté instalado y el truss está sujetado a los soportes.
ReCOMMeNDATiONS FOR LiFTiNG SiNGLe TRUSSeS BY HAND
ReCOMMeNDACCiONeS PARA LevANTAR TRUSSeS iNDiviDUALeS POR LA
MANO
Chord Size
CAUTiON Use special care in windy conditions or near power lines and airports.
The contractor is responsible for
properly receiving, storing and handling the
trusses at the jobsite.
¡CAUTeLA! Utilice cuidado especial en días
ventosos o cerca de cables eléctricos o de
aeropuertos.
CAUTiON Seek help if lifting by hand as trusses can be heavy and awkward.
iNSTALLATiON AND TeMPORARY ReSTRAiNT & BRACiNG
STANDARD eND BeARiNG DeTAiLS
Make sure bottom chord bearing PCT
are installed with the correct side up
and in the correct orientation. Refer
to the Truss Design Drawing.

Use proper rigging and hoisting equipment.
Use equipo apropiado para levantar e improvisar.
COMMON iNSTALLATiON eRRORS
This truss is installed “backwards” and “upside down.”
6
Intended
bearing
location
This truss is installed correctly.
“Ribbon notch”
should be on top

“Ribbon notch”
should be on top
here to instruct and warn the contractor to correctly install the PCT.
Muchos fabricantes de trusses usan placas suplementarias, tal como las
mostradas aquí, para instruir y advertir el contratista de como instalar el
PCT correctamente.
DO NOT walk on unbraced Trusses.
NO camine en trusses sueltos.
WARNiNG Lateral restraint and diagonal
bracing of PCT are very important.
8' - 10' max.
Use a minimum of 2x4 stress-graded lumber for lateral restraint and diagonal bracing and attach
to each truss with a minimum of 2-10d (0.128x3”) nails, unless otherwise specified.
HOiSTiNG ReCOMMeNDATiONS FOR TRUSS BUNDLeS
ReCOMeNDACiONeS PARA LevANTAR PAQUeTeS De TRUSSeS
Utilice el mínimo de 2x4 madera graduada por esfuerzo para la restricción lateral y arriostre diagonal y sujetar a cada truss con un mínimo de 2-10d (0.128x3”) clavos, a menos que es especificado de otro modo.
STePS TO SeTTiNG TRUSSeS
DON’T overload the crane or lift.
NeveR use banding to lift a bundle.
NO sobrecargue la grúa o ascensor.
NUNCA use las ataduras para levantar un paquete.

A single lift point may be used for securely banded bundles of trusses up to 30’ (13.7 m).
Puede usar un solo lugar de levantar para paquetes firmamente atados juntos de trusses hasta 30 pies.
Place truss bundles in a stable position.
Banding, typ.
Puse paquetes de trusses en una posición estable.
WARNiNG Do not over load supporting structure with
truss bundle.
¡ADveRTeNCiA! No sobrecargue la estructura soportante con el paquete de trusses.
concerning strongbacking installed to control deflection and vibration.
contractor in correctly installing strongbacking.
1) Set first truss and attach securely to supporting structure.
2) Set next four trusses at end of bay, properly nailing the trusses at all bearing locations. Secure the
ends of bottom chord bearing trusses with diagonal bracing, blocking or rim board as each truss is
installed (see figures, in column to the right).
3) Brace the five-truss-assembly by attaching structural sheathing to the top chords or by adding 2x4
lateral restraint and diagonal bracing (see table and figures, in column to the right).
4) Continue setting trusses, making sure to properly attach each truss at the bearing locations.
5) Restrain and brace the trusses as they are being installed by attaching structural sheathing, or rows
of top chord lateral restraint, at the spacing provided in the table in the column to the right, and with
diagonal bracing to the top chord (and end vertical web if bottom chord bearing truss) at intervals of no
more than 30’ (9.1 m) along the run of trusses.
see truss design drawing for
specific information
2x6 strongback
at 10' o.c.
2x6 espaLda
fuerte en 10' o.c.
CABALLETE
DE "STRONGBACKiNG"
RECOMENDADA
Vea dibujo de diseño de truss
para información específica
CONSTRUCTiON LOADiNG
DO NOT proceed with construction until all lateral restraint and diagonal
bracing is securely and properly in place.
≤45°, typ.
NO procede con la construcción hasta que toda la restricción lateral y
arriostre diagonal es seguramente y apropiadamente en lugar.
DO NOT exceed maximum stack heights in table at right.
NO exceda las alturas máximas de montón en la tabla a la derecha.
All Lateral Restraint
lapped at least two
Trusses.
STRONGBACKiNG
RECOMMENDED
Muchos fabricantes de trusses incluyen una placa suplementaria para
asistir más el contratista en la instalación correcta de strongbacking.
Repeat Diagonal Bracing
every 15 Truss spaces (30' max.)
NeveR overload small groups or single trusses.
End diagonal brace. See
and figures
below. Repeat every 15 truss spaces (30' max.)
NUNCA sobrecargue grupos pequeños o trusses individuales.
DO NOT lean stacks of materials against walls.
End diagonal braces, with TCTLR or ribbon (band) board, blocking panels, or Rim board
(see Figures below) are examples of framing components that provide stability to bottom chord
bearing PCT during installation. Install one of these types of components at both ends of the truss
system and repeat every fifteen truss spaces (30’ maximum) as shown above.
Los diagonales extremos, con TCTLR o tabla de listón (banda), paneles de bloquear, o tabla de
borde (vea figuras abajo) son ejemplos de componentes de arriostramiento que proveen estabilidad
a los PCTs soportantes de la cuerda inferior durante la instalación. Instale uno de estos tipos de componentes en ambos extremos del sistema de truss y repite cada 15 espacios de truss (30’ máximo),
como mostrado más arriba.
NO permite que montones de materiales se apoyen
en las paredes.
DON’T drop loads of any material on trusses.
Maximum Stack Height
for Material on Trusses
Material
Height
Gypsum Board
12" (305 mm)
Plywood or OSB
16" (406 mm)
Asphalt Shingles
2 bundles
Concrete Block
8" (203 mm)
Clay Tile
3-4 tiles high
NO deje caer cargas de ningunos materiales en los trusses.
Position load over as many trusses as possible with longest dimension of material perpendicular to Trusses.
Coloque la carga sobre tantos trusses como sea posible con la dimensión más larga perpendicular
a los trusses.
Place material next to outside Load bearing wall or directly over interior bearing wall.
TCTLR with
Diagonal Brace
Ribbon board
with Diagonal Brace
Blocking panel
Coloque el material al lado de la pared soportante de cargas exterior o directamente sobre la pared soportante interior.
Rim board
Refer to BCSi-B4*** for more information about construction loading.
PeRMANeNT ReSTRAiNT & BRACiNG
Refiera al BCSi-B4*** para más información sobre cargas de construcción.

Permanently restrain and brace the top chords of the PCT with properly sized and attached struc-
ALTeRATiONS
DO NOT cut, alter, or drill any structural member of a truss unless specifically
permitted by the Truss Design Drawing.
Restringe y arriostre permanentemente las cuerdas superiores del PCT con el entablado estructural sujetado del tamaño apropiado.
NO corte, altere o perfore ningún miembro estructural de un truss a menos que
esté específicamente permitido en el Dibujo del Diseño de Truss.

Permanently restrain and brace the bottom chords of the PCT with directly applied gypsum board
ceiling or with rows of lateral restraint installed at 10’ on-center along the truss span and diagonal
bracing installed at no more than 20’ intervals along the run of trusses, unless otherwise specified.
Trusses that have been overloaded during construction or altered
without the Truss Manufacturer’s prior approval will render the Truss
Manufacturer’s limited warranty null and void.
Restringe y arriostre permanentemente las cuerdas inferiores del PCT con techo de panel de yeso
aplicado directamente o con filas de restricción lateral instalado a 10’ en-centro al lado del tramo
de truss y arriostre diagonal instalado en no más de intervalos de 20’ al lado de la línea de trusses,
a menos que especificado de otro modo.
Trusses que se han sido sobrecargados durante la construcción o han sido
alterados sin la autorización previa del Fabricante de Truss, pueden hacer
nulo y sin efecto la garantía limitada del Fabricante de Trusses.

Install structural sheathing, ribbon board with structural sheathing, blocking panels, or rim board
¡ADveRTeNCiA! La restricción lateral y el
arriostre diagonal de PCT son muy importantes.
Keep trusses banded together until installation begins.
Guarde los trusses atados juntos hasta que la instalación empiece.

Refer to Chapter B7 of BCSi***, and finish flooring specifications for additional information
15’ on-center**
Diagonal Bracing
≤45°, typ.
Apply Diagonal Brace to
vertical webs at end of cantilever and at interior and
exterior bearing locations
tural sheathing.
Many truss manufacturers use supplemental tags such as the ones shown
Sujete los extremos de cada fila de strongbacking a una pared u otra restricción de extremo segura.
Mantenga la continuidad de cada fila de strongbacking tanto como sea posible. Si requiere que ser
cortado, quitado o modificado, tiene que mantener la continuidad en las secciones contiguos del
piso como fue determinado por el diseñador que especifiqué el strongbacking.

Many truss manufacturers include a supplemental tag to further assist the
10’ on-center**
4x2
near each end.
Trusses con tramos menos de o igual a 30’ deben ser levantados en lugar por levantando en o
cerca de cada extremo.
Asegure que los PCT para el soporte
de la cuerda inferior son instalados
con el lado correcto hacia arriba y
en la orientación correcta. Refiera al
Dibujo del Diseño de Truss.
Trusses pueden ser descargados directamente
en el piso en el tiempo de la entrega o almacenados temporalmente en contacto con el piso
después de la entrega. Para trusses almacenados por más de una semana, ponga bloqueando
de altura suficiente debajo de la pila de trusses
a 8’ hasta 10’ en el centro (o.c.) y cubra los
paquetes para prevenir el aumento de humedad
pero permita ventilación.
continuity of each row of strongbacking as much as possible. If required to be cut, removed, or
modified, continuity with the adjoining floor sections must be maintained as determined by the
designer specifying the strongbacking.
Refiera al Capítulo B7 de BCSi***, y termina las especificaciones del piso para información
adicional con respecto a strongbacking instalado para controlar el desvío y la vibración.
TCTLR Spacing
3x2
10' or 15'**

Trusses with spans less than or equal to 30' (9.1 m) should be raised into position by lifting at or
Avoid lateral bending.
Trusses may be unloaded directly on the ground
at the time of delivery or stored temporarily in
contact with the ground after delivery. If trusses
are to be stored for more than one week, place
blocking of sufficient height beneath the stack
of trusses at 8’ (2.4 m) to 10’ (3 m) on-center
(o.c.) and cover bundles to prevent moisture
gain but allow for ventilation.

Attach the ends of each row of strongbacking to a wall or other secure end restraint. Maintain
Maximum Spacing for Top Chord Temporary Lateral Restraint (TCTLR)
¡CAUTeLA! Pide ayuda si levantando a mano porque los trusses pueden ser pesados y difíciles.
El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuadamente
los trusses en la obra.

5) Restringe y arriostre los trusses mientras ellos son instalados por sujetar el entablado estructural,
o filas de restricción lateral de la cuerda superior al espaciamiento provisto en la tabla en la próxima
columna con arriostre diagonal a la cuerda superior (y el miembro secundario vertical del extremo, si es
un truss soportante de la cuerda inferior) en intervalos de no más de 30’ al lado de la línea de trusses.
Los trusses de 20’ o menos pueden ser levantados en lugar por levantando en o cerca del pico.
¡CAUTeLA! Lleve equipo protectivo personal para los ojos, los pies, las manos y la cabeza cuando
trabaje con trusses.
Strongbacking aumenta el desempeño de los trusses por limitar el desvío diferencial entre trusses
contiguos y reducir la vibración. Utilice las siguientes pautas para instalar strongbacking:
- Use madera de 2x6 mínimo (nominal) orientada con la cara-ancha vertical.
- Espacie las filas de strongbacking en no más de 10’ en centro.
- Sujete el strongbacking a cada truss. Sujete a los miembros verticales o costras con un mínimo de
tres (3) 10d (0.131x3.0”) clavos.
4) Continué la colocación de los trusses, y asegure de sujetar apropiadamente cada truss en las
ubicaciones de cojinetes.
60° or less

Trusses 20' (6.1 m) or less can be raised into position by lifting at or near the center.
STORAGe & HANDLiNG
N/A
PASOS PARA iNSTALAR LOS TRUSSeS
HOiSTiNG ReCOMMeNDATiONS FOR SiNGLe TRUSSeS
ReCOMeNDACiONeS PARA LevANTAR TRUSSeS iNDiviDUALeS
Refiera al BCSi – Guide to Good Practice for
Handling, Installing, Restraining & Bracing of
Metal Plate Connected Wood Trusses*** para
información más detallada sobre el manejo,
instalación, restricción y arriostre de todos tipos
de trusses y todas configuraciones.
CAUTiON Wear personal protective equipment for the eyes, feet, hands and head when working
with trusses.
shipping
units x qty.
This 11"x17" document provides
a summary of temporary and
permanent restraint/bracing
guidelines included in Section
B7 of the BCSI Book for
3'x2' and 4'x2' parallel chord
trusses, as well as information
on handling and installing
these products. Also included
is information concerning
construction loads, what to do
if trusses are damaged or modified, and the special
condition of attaching a residential deck to the
trusses.
B7
BCSI-B7 SUMMARY SHEET – GUIDE FOR HANDLING, INSTALLING & BRACING OF 3x2 & 4x2 PARALLEL CHORD TRUSSES
GeNeRAL NOTeS
The restraint and bracing recommendations
provided in this document address Parallel Chord
Trusses (PCT) built with the
wide-face of the lumber
oriented horizontally. Refer to
BCSi-B2*** for restraint and
bracing recommendations for
PCT built with the wide-face of
the lumber oriented vertically.
Refer to BCSi – Guide to
Good Practice for Handling, Installing, Restraining
& Bracing of Metal Plate Connected Wood
Trusses*** for more detailed information on the
handling, installing, restraining and bracing of all
truss types and configurations.

$ .22 per use

miembros secundarios rotos.
¡ADveRTeNCiA! El resultado del manejo,
levantamiento, instalación, restricción y arriostre incorrecto de PCT puede ser la caída de
la estructura, o aún peor, heridos o muertos.
500 minimum
Cada Instrucción de Reparación está generada en base de casopor-caso, porque trusses y el tipo de daño pueden varían mucho.
Ejemplos de reparaciones comunes incluyen:
 Chapas de metal que se clavan.
 Costras de madera o armazón de reparación sobre cuerdas o
Lumber scab
Do not attempt to repair the truss
without a Repair Detail from the building designer, truss designer or truss manufacturer.
WARNiNG The consequences of improper
handling, erecting, installing and bracing of
PCT can result in a collapse of the structure,
or worse, serious personal injury or death.
non-member
price each set
60 (English/French)
B
C
S
I
The Architectural CAD D-size version of the bilingual B3
Summary Sheet is designed for specifiers to use in the
electronic plans and submittal process. Summarizing Section
B3 of the BCSI Book, this 24"x36" document explains how
some planes of a truss must be restrained/braced and provides
installation guidelines.
member
price per lot
Técnicas Comunes De Reparación
Plywood or
OSB gusset
Each Repair Detail is generated on a
case-by-case basis, since trusses and
the type of damage vary considerably.
Examples of common repairs include:
B3CAD-E
BCSI-B3 Summary Sheet CAD 24"x36"
number of
uses per year
8. Si no puede hacer la reparación designada, informe el diseñador del edificio, diseñador del truss o fabricante del truss.
8. If the designed repair cannot be accomplished, inform the building
designer, truss designer or truss manufacturer.
Common Repair
Techniques
shipping
units x qty.
¡advertencia! Daño, modificaciones en la
obra, o instalación incorrecta reducirán la fuerza
del truss. Póngase en contacto con el diseñador
del edificio, diseñador del truss o fabricante del
truss para remediar algunos daños, modificaciones y/o problemas de instalación.
 Si un truss está dañado, cambiado o instalado incorrecta-
Cracked web
If a truss is damaged, altered or
improperly installed:
Trusses de madera conectados con chapas de
metal son componentes estructurales prefabricados, montados con miembros de madera y
chapas de metal para conexión y son diseñados
para llevar cargas sobrepuestos.
Siga Estos Pasos Para Corregir Daño,
Modificaciones Y Errores
Follow These Steps to Correct
Damage, Modifications and Errors
5. Repair the truss by following the information provided on the
Repair Detail exactly. Make sure to use the correct materials as
specified. Seek professional guidance if anything is unclear.
$320.00
300.00
284.00
272.00
260.00
$24.00
23.00
22.00
20.00
The BCSI-B5 Summary Sheet reviews how trusses
are engineered components. This document
provides guidance about how to report damage,
modifications or installation errors to the Truss
Manufacturer/Design Professional in order to get
an approved Truss Repair Detail. It also reviews
some common types of damage and modifications.
This bilingual (English/Spanish) document
summarizes Section B5 of the BCSI Book.
Truss Damage, Jobsite Modifications and Installation Errors
Daño a los Trusses, Modificaciones en la Obra y Errores de Instalación
Metal plate connected wood trusses are prefabricated structural components, assembled
with wood members and metal connector plates
and designed to carry superimposed loads.
Warning Damage, jobsite modifications or
improper installation will reduce the strength of
a truss. Seek professional assistance from the
building designer, truss designer or truss manufacturer to remedy any damage, modifications
and/or installation issues.
CANADAB3Fold-P: 11"x17" folded to
8.5"x11" in English/French. Perfect size for jobsite
packages. Part of the English/French JOBSITE
PACKAGE (CANADAJOBSITE-D).
1
2
3-5
6-12
13+
$14.00
13.50
13.00
12.00
b5repair-d
B5 Summary Sheet - Truss Damage, Jobsite Modifications and
Installation Errors
b3fold-p: 11"x17" folded to 8.5"x11" in English/
Spanish. Perfect size for jobsite packages.
Part of the English/Spanish JOBSITE PACKAGE
(JOBSITE-D).
member
non-member
lots of 1,000 PRICE
EACH LOT PRICE EACH LOT
b4constload-d and CANADAb4-d
member
non-member
shipping
units x qty.
sbr 20070109
Note: Some
chord and
web members
not shown for
clarity.
 Check the TDD to determine which web members (if any) require restraint to resist buckling.
Bottom
chord plane
Trusses requieren arriostre permanente dentro
de TODOS los siguientes planos:
1. Plano de la cuerda superior
2. Plano de la cuerda inferior
3. Plano del miembro secundario
of the following planes:
1. Top chord plane
2. Bottom chord plane
3. Web member plane
A
Lateral
restraint
over CLR splice.
2x4x12'
Attach to CLR with minimum 8-16d
or greater
(0.135x3.5") nails each
lapped over
side of splice or as specified by the
two trusses
or CLR splice Building Designer.
reinforcement.
SECTION A-A
≤20'
(6.1 m)
≤10'
(3 m)
Web member permanent bracing collects and transfers buckling restraint forces and/or lateral loads
from wind and seismic forces. The same bracing can often be used for both functions.
Arriostre permanente de los miembros secundarios recogen y pasan fuerzas de restricción de
torcer y/o cargas laterales de viento y fuerzas sísmicas. A menudo el mismo arriostre puede ser
usado para ambos funciones.
www.sbcindustry.com
Top
chord
plane
of proper bottom chord plane restraint & bracing unless special bracing is designed to support the
end wall.
El armazón hastial siempre debe encajar el perfil de los trusses contiguous para permitir la instalación de restricción y arriostre apropiada de la cuerda inferior a menos que arriostre especial es
diseñado para soportar la pared de extremo.
www.tpinst.org
 Trusses require permanent bracing within ALL
Web
member
plane
~
a) prevents out-of-plane buckling of truss
members,
b) helps maintain proper truss spacing, and
c) resists and transfers lateral loads from wind
and seismic forces.
El arriostre permanente es importante porque,
a) impide el torcer fuera-de-plano de los miembros del truss,
b) ayuda en mantener espaciamiento apropiado
de los trusses, y
c) resiste y pasa las cargas laterales de viento
y fuerzas sísmicas aplicadas al sistema del
truss.
≤10'
(3 m)
3. Permanent Bracing for the Web Member Plane
Arriostre Permanente papa El Plano del Miembro Secundario
PLB 20100304
 Permanent bracing is important because it,
≤10'
(3 m)
Lateral restraint and diagonal bracing used
to brace the bottom chord plane.
PLATE HERE
2
3
A
≤10'
(3 m)
Minimum Number of
Nails per Connection
10d (0.128x3”)
12d (0.128x3.25”)
16d (0.131x3.5”)
10d (0.128x3”)
12d (0.128x3.25”)
16d (0.131x3.5”)
www.tpinst.org
Minimum Nail Size
2x6 stress-graded
PLATE HERE
Lumber Size
2x4 stress-graded
Other attachment requirements may be specified by the building designer or truss designer.
The grade/size and attachment for bracing materials such as wood structural panels, gypsum board sheathing,
proprietary metal restraint/bracing products, and metal purlins and straps are provided by the building designer.
Permanent Bracing for the Various Planes of a Truss
Arriostre Permanente para Varios Planos de un Truss
 The gable end frame should always match the profile of the adjacent trusses to permit installation
Bottom
chord
plane
Structural Building Components Association & Truss Plate Institute
All Rights Reserved
MINIMUM ATTACHMENT REQUIREMENTS FOR LUMBER RESTRAINT/BRACING1,2
1
2
B. Individual Web Member Reinforcement
Refuerzo de Miembros Secundarios Individuales
T-, L-, Scab, I-, U-Reinforcement, proprietary metal reinforcement and stacked web products
provide an alternative for resisting web buckling.
T-, L-, costra, I-, U-Refuerzo, refuerzo de metal patentando y productos de miembros secundarios
amontonados proveen una alternativa para resistir el torcer de los miembros secundarios.
2x_ CLR
PLATE HERE
Truss Member
≤45˚ typ.
wtca – representing the structural building components industry & truss plate institute
copyright © 1992-2007
all rights reserved
by the building designer with a maximum of 10’ (3 m) on-center.
Instale restricción lateral permanente de la cuerda inferior al espaciamiento indicado en el
TDD y/o por el diseñador del edificio con un máximo de 10 pies en el centro.
Diagonal bracing.
Attach to each truss.
Gable End Frames and Sloped Bottom Chords
Armazones Hastiales Y Cuerdas Inferiores Pendientes
ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT!
¡SIEMPRE ARRIOSTRE LA RESTRICCIÓN LATERAL CONTINUA DIAGONALMENTE!
El TDD provee información sobre el soporte supuesto para la cuerda inferior.
 Install bottom chord permanent lateral restraint at the spacing indicated on the TDD and/or
www.sbcindustry.com
 The TDD provides information on the assumed support for the bottom chord.
Bottom chords
stress-graded lumber, proprietary metal products, and metal purlins and straps.
Materiales comunes de arriostrar/restringir incluyen paneles estructurales de madera, entablado de yeso,
madera graduada por esfuerza, productos de metal patentados, y vigas de soporte y tiras de metal.
www.sbcindustry.com
Warning Disregarding permanent restraint/bracing is a major cause of truss field performance
problems and has been known to lead to roof or floor system collapse.
¡advertencia! Descuidar el arriostre/restricción permanente es una causa principal de problemas de rendimiento del truss en campo y había conocido a llevar al derrumbamiento del sistema
del techo o piso.
caUtiOn! Trusses with clear spans of 60 feet (18.3 m) or greater, may require complex permanent bracing. Please always consult a registered design professional.
¡caUteLa! Tramos sobre 60 pies o más pueden requerir arriostre permanente complejo. Por
favor, consulte siempre a un profesional registrado de diseño.
Restraint/Bracing Materials & Fastener
Materiales y Cierres de Restricción/Arriostre
 Commonly used restraint/bracing materials include wood structural panels, gypsum board sheathing,
The BCSI-B4 Summary Sheet covers how trusses
must not support any loads from equipment or
construction materials during construction until the
truss assembly is properly restrained and braced.
It lists safe stack heights for several materials and
illustrates good and bad loading practices. This
document summarizes Section B4 of the BCSI
Book.
Cargas de Construcción
Refer also to BCSi-B5*** Truss Damage, Jobsite Modifications & Installation Errors.
(see figures above) at the bearing locations of bottom chord bearing PCT as specified by the
building designer to transfer lateral diaphragm forces to the shearwalls.

Install solid blocking directly beneath load bearing columns to maintain
load path through floor to support below.
Attachment of residential decks to trusses requires the use of a standard detail provided by the
truss manufacturer or by a registered design professional. An alternative is to use a free standing deck.
Strongbacking enhances truss performance by limiting differential deflection between adjacent trusses
and reducing vibration. Use the following guidelines when installing strongbacking:

Use a minimum of 2x6 (nominal) lumber oriented with the wide-face vertical.

Space rows of strongbacking at no more than 10’ on-center.

Attach strongbacking to each truss. Attach to vertical webs or scabs with a
minimum of three (3) 10d (0.131x3.0”) nails.
La sujeción de terrazas residenciales a los trusses requiere el use de un
detalle estándar provisto por el fabricante de truss o un profesional registrado de diseño. El uso de una terraza independiente es un alternativo.
Solid blocking
Instale el bloquendo sólido al truss directamente debajo las columnas soportantes
arribas para mantener un sendero de carga por el piso para soportar abajo.
STRONGBACKiNG
También refiera al BCSi-B5*** Daño a los Trusses, Modificaciones en la Obra y Errores de Instalación.
SPeCiAL CONDiTiONS
Instale el entablado estructural, tabla de listón con entablado estructural,
paneles de bloqueando, o tabla de borde (vea las figuras más arriba)
en los lugares de cojinetes del truss soportante de la cuerda inferior
como especificado por el diseñador del edificio para transferir las fuerzas
laterales de diafragma a los paredes portantes.
Refer to SBCA Research Report, SRR No. 1408-01, Attachemnt of Residential Deck Ledger to Metal Plate Connected Wood Truss Floor Systems for
special blocking details and attachment requirements (sbcindustry.com).
Refiera al SBCA Informe de Investigación – Attachment of Residential Deck Ledger to Metal Plate Connected Wood Floor Systems para detalles especiales de bloquear y requisitos de sujetar. (sbcindustry.com).
DO NOT attach the deck ledger to 2x_ ribbon board unless a special detail has been provided by
the truss designer or building designer.
Copyright © 2015 Structural Building Components Association and Truss Plate Institute. All rights reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. Printed in the United States of America.
Truss Clear Spans of 60’ or greater may require complex permanent bracing. Please always consult a Registered Design Professional.
B4
The BCSI-B3 Summary Sheet
explains how some planes of
a truss must be restrained/
braced and provides installation
guidelines. This document
summarizes Section B3 of the
BCSI Book and is available in
several different formats and
languages.
B3
BCSI-B3 SUMMARY SHEET - PERMANENT RESTRAINT/BRACING OF CHORDS & WEB MEMBERS
This document summarizes the information provided in Section B3 of the 2013 Edition of Building Component Safety Information BCSI – Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright 2004-2015 Structural Building
Components Association and Truss Plate Institute. All rights reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. This document should appear in more than one color. Printed in the United States of America.
B3
BCSI-B4 Summary Sheet - Construction Loading
NO sujete la saliente de la terraza a borde de listón de 2x a menos que un detalle especial ha
sido provisto por el diseñador del truss o el diseñador del edificio.
*** Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance.
B7PCT150422
HOJA RESUMEN DE LA GUÍA DE BUENA PRÁCTICA PARA EL MANEJO, INSTALACIÓN Y ARRIOSTRE DE LOS TRUSSES DE CUERDAS PARALELAS DE 3X2 Y 4X2
4/23/2015 12:54:18 PM
b7fold-P and CANADAB7FOLD
b7flat-P and CANADAB7FLAT
lots of
250
1-4
5-10
11-20
21-49
50+
2016
member
non-member
PRICE EA. LOT PRICE Ea. LOT
$80.00
75.00
71.00
68.00
65.00
$136.00
127.00
120.00
115.00
110.00
shipping
units x qty.
lots of
1,000
1
2
3-5
6-12
13+
member
non-member
PRICE EA. LOT PRICE EA. LOT
$320.00
300.00
284.00
272.00
260.00
$544.00
508.00
480.00
460.00
440.00
shipping
units x qty.
9
b8toenail-d
B8 Summary Sheet - Using Toe-Nailed Connections To
Attach Trusses at Bearing Locations
B8
Toe-nailed connections are often used to attach trusses to their supports. As with any connection, toe-nailing must be capable of resisting and transferring the
applicable loads.
Conexiones clavados-oblicuamente son usadas a menudo para sujetar los trusses a los soportes. Tan como con alguna conexión,
el clavando-oblicuamente necesita tener la capaz de resistir y transferir las cargas aplicables.
FACTORS AFFECTING THE STRENGTH OF A TOE-NAILED CONNECTION
LOS FACTORES QUE AFECTAN LA FUERZA DE UNA CONEXIÓN CLAVADO-OBLICUAMENTE
2. Grade and Species of Wood:
1. Proper Installation:

Start the nails at a distance of approximately one-third their length from the
bottom edge of the truss chord (see Figure A), and drive at an angle of approximately 30° from the face of the chord.
A

&
zas de retiro o fuerzas laterales es más para grados y especies de
madera más densos.
The greater the penetration into the wood member, the greater the
withdrawal and lateral resistance provided by the nail.
Longitud de Penetración: Cuanto más grande la penetración
en el miembro de madera, el más grande está el retiro y resistencia
lateral provisto por el clavo.
Figure A
Limit the total number of toe-nails to
three (including both sides, see Figure B)
for full bearing on a 2x4 (i.e., 3-1/2”) top plate and five (including both
sides, see Figure C) for full bearing on a 2x6 (i.e., 5-1/2”) top plate.
4. Type of Nail:

Section A-A
Truss
Wall Top
Plate
Truss
Wall Top
Plate
3 Nails
total
5-½"
Box
Length – Longitud
Deformed shank (i.e., ring- or screw-shank) typically provide greater
withdrawal resistance than smooth shank nails.
Eltipodellargodeclavotambiéninfluiránlacapacidadderetención. Clavos con largos desformados (ej., largos de anillos o tornillos) típicamente provean más resistencia de retiro que clavos de
largos lisos.
UPLIFT & LATERAL RESISTANCE CAPACITY
OF TOE-NAILED CONNECTIONS USED WITH
BOTTOM BEARING APPLICATIONS
LA CAPACIDAD DE RESISTENCIA LATERAL
Y LEVANTAMIENTO DE CONEXIONES
CLAVADOS-OBLICUADAMENTE USADOS CON
APLICACIONES SOPORTANTES INFERIORES
The dimensions included here are a guide. Use care to avoid splitting of
truss lumber.
Las dimensiones incluidas aquí son una guía estimada. Tenga cuidado
para evitar desintegración de la madera del truss.

Diameter – Diámetro
Sinker
Common
 Thetypeofnailshankalsowillinfluencenailholdingcapacity.
Figure C
When using toe-nails to attach the top or bottom chord of a jack truss to
the side of a Girder Truss or wood beam, limit the total number of nails to
three for 2x4 chords and four for 2x6.
Cuando usa clavos-oblicuos para sujetar la cuerda superior o la cuerda
inferior de un truss de gato al lado de un Truss de Trevsaño o una viga
de madera, limite el número total de clavos a tres para cuerdas de 2x4 y
cuatro para cuerdas de 2x6.

The larger the diameter of
the nail shank the greater
the resistance to withdrawal
and lateral loads. For this
reason, common wire nails
provide greater resistance
than the same size (i.e.,
penny-weight) of box or
sinker nails.
Tipo de Clavo: Cuanto
más grande el diámetro del largo de clavo, la más resistencia al
retiro y cargas laterales. Para esta razón, clavos alambres comunes
proveen más resistencia que los clavos cuadrados o sinker del
mismo tamaño (ej., peso-de-penny).
5 Nails
total
3-½"
Figure B
Nailing through metal connector plates is allowed provided the nailing
does not damage the metal plate. (See Figure D).
Clavando a través de chapas de conexión
de metal es permitido si el clavando no
hace daño a la
chapa de metal.
(Vea la Figura D).

Wind loads acting on a truss, as well as certain multi-span truss
applications supporting gravity loads, can produce uplift reactions at
truss bearing locations. The magnitudes of these uplift reactions are
typically provided on the Truss Design Drawing (TDD).
Cargas de viento que afecta un truss, así como ciertas aplicaciones de trusses de varios-vanos que soportan cargas de gravedad,
pueden producir reacciones de levantamiento en las ubicaciones de
soportes de truss. Las magnitudes de estas reacciones de levantamiento son típicamente provistas en el Dibujo del Diseño de Truss
(TDD).
Figure D
(4 pages)
lots of 50
B8ToeNail 120104
RESUMEN BCSI-B8
2012 B8 FINAL.indd 1
1/19/2012 1:46:43 PM
member
non-member
1-9
10-19
20-99
100+
$25.00
24.00
23.00
22.00
$42.50
41.00
39.00
37.50
shipping
units x qty.
An informational sheet (in English/Spanish) for
framers that was created to help component
manufacturers effectively communicate the
JOBSITE PACKAGE's value. It encourages framers
to review the package's contents and follow its
recommendations.
LOTS OF 50
1
WARNING:
The handling, storing, installing, restraining and diagonal bracing of structural building components requires specialized training, clearly implemented procedures, and careful planning and communication among the contractor, crane operator and installation crew. Handling and installing components without appropriate training, planning and communication greatly increases the probability of an accident resulting in property damage, serious personal injury and/or death.
Prior to component installation, the documents should be examined and disseminated to all appropriate personnel, in addition to
proper training and a clear understanding of the installation plan, any applicable fall protection requirements, and the intended
restraint and bracing requirements. Trusses with clear spans of 60 feet or greater in length are very dangerous to install
and may require complex temporary and permanent bracing. Please consult a Registered Design Professional.
Examine the building, the building’s structural framing system, bearing locations and related installation conditions. Begin
component installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components.
Report any damage before installation.
The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed in
any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the component manufacturer.
B9
Girders are trusses specially
designed to carry extra loads from
framing and equipment. Girder
Trusses may consist of a single ply
or as many as six plies. The Truss
Designer will specify the number of
members in a multi-ply girder. Each
girder is made up of similar trusses
built and fastened together to act as
one unit to support the load.
Travesaños son trusses que
son específicamente diseñados
para llevar cargas adicionales de
armazón y equipo. Trusses de
Travesaños pueden consistir en una
sola capa o tanto como seis capas.
El Diseñador del Truss especificará
el número de miembros en un
travesaño de varias-capas. Cada
travesaño es hecho de trusses
similares construidos y sujetados
juntos para funcionar como uno para
soportar la carga.
Requisitos De Conexión De Capa-a-Capa
Ply-To-Ply Connection Requirements
¡AdvErtEnciA! Travesaños de varias-capas no pueden funcionan
según el diseño a menos que todas capas son sujetadas juntas
apropiadamente.
WArning Multi-ply girders cannot perform according to design
unless all plies are properly fastened together.
check the Truss Design
 Always
Drawing (TDD) for the girder ply-to-
The sample TDD in the figure below highlights the nailing schedule for this example three-ply girder.
El TDD de muestra en la figura abajo destaca el horario de clavar para este ejemplo de un travesaño de tres-capas.
ply connection requirements. They
are listed in the fastener schedule
and will specify the type, size and
spacing of fasteners to be used.
NOTE – Cluster nailing may be
required at concentrated loads.
8
SAMPLE
Good Installation
Practices
Buenas Prácticas De
Instalación
2006 IRC/TPI 1-07
If at all possible, fasten multi-ply
 girder
trusses together prior to
erection/installation.
Siempre revisa el Dibujo del Diseño de
Truss (TDD) para los requisitos de la
conexión de travesaño capa-a-capa.
Están enumerados en el horario de
cierres y especificará el tipo, tamaño y
espaciamiento de los cierres que usará.
NOTA – Clavando en grupos puede ser
requerido en cargas concentradas.
Si es posible, sujete los trusses de
travesaños de varias capas juntos
antes de erección/instalación.
RESTRAINT & BRACING
CLR
1) Refer to BCSI-B1, BCSI-B2, and BCSI-B3 for
handling, installing, restraining and
bracing guidlines.
2) All Plates are 20 Ga. unless noted
3) Designed to ANSI/TPI 1 - 2007
WArning All of the plies in a
Truss Girder must be fastened
together completely in accordance with the
requirements specified in the TDD before
attaching any supported members or other
loads to the girder.
¡AdvErtEnciA! Todas las capas
en un Travesaño de Truss tienen que ser
completamente sujetadas juntas de acuerdo
con los requisitos especificados en el TDD
antes de sujetar algunos miembros soportados
u otras cargas al travesaño.
Spreader bar/stiffback
sure that the Girder Truss is laterally
 Make
restrained and braced to ensure lateral stability
(2 pages)
lots of 50
Asegúrese que el Truss de Travesaño es
restringido lateralmente y arriostrado para
asegurar la estabilidad lateral y prevenir
desviación o rotación imprevisto.
and prevent unexpected deflection or rotation.
Fastener Guidelines
GuÍa De Cierres
bolts, screws or other approved fasteners
 Nails,
are typically used for attaching the individual
Clavos, pernos, tornillos u otros cierres
aprobados son típicamente usados para sujetar
las capas individuales de un travesaño de varias-capas juntas depende
en la cantidad de la carga y el número de capas. Use el tipo y tamaño
correcto de cierre(s) especificado en el TDD.
Ubicar y espaciar los cierres de acuerdo con los requisitos especificados
en el TDD.
plies of a multi-ply girder together depending on
the amount of load and number of plies. Use the
correct type and size of fastener(s) specified on the TDD.
and space fasteners in accordance with the requirements
 Locate
specified on the TDD.
Some Truss Manufacturers mark Girder Trusses with
supplemental tags, calling further attention to the number
of plies and fastening schedule on the TDD. An example
of one such truss tag is shown here.
THIS IS A MULTI-PLY TRUSS
(NOT SINGLE PLY)
Fasten trusses together according
to truss design drawing, prior
to erecting whenever possible.
Inspect all connections.
Abroche trusses juntos de acuerdo
con el dibujo de diseño de truss,
antes de erectar cuando sea posible.
Inspecte todas las conecciones.
(NO DE UNA CAPA)
ESTE TRUSS ES DE VARIAS CAPAS
1-9
10-19
20-99
100+
Algunos Fabricantes de Trusses marcan los Trusses de
Travesaños con etiquetas suplementarias, llamando más
atención al número de capas y el horario de cierre en el
TDD. Un ejemplo de una etiqueta de truss es mostrado
aquí.
MPT 20040801
B4ConstLoad 151202
member
non-member
12/4/2015 2:30:46 PM
$14.00
13.50
13.00
12.00
$24.00
23.00
22.00
20.00
shipping
units x qty.
10
¡ADVERTENCIA!:
El manejo, almacenamiento, instalación, restricción y arriostre diagonal de componentes
estructurales de construcción requieren entrenamiento especializada, procedimientos claramente implementados y planificaron
y comunicación clara entre el contratista, operador de grúa, y los obreros de instalación. El manejar e instalar los componentes
sin entrenamiento suficiente, planificación y comunicación adecuadas aumenta la probabilidad de un accidente que resulta en
dareo a propiedad, herida seria o muerte.
Antes de la instalación de componentes, los documentos adjuntos deben ser examinados y difundidos a todo el personal apropiado, además del entrenamiento pertinente y un claro entendimiento del plan de instalación, de todo requisito aplicable de
la protección contra la caída y de los requisitos previstos de arriostre y restricción. La instalación de trusses con tramos
despejados y más de 60 pies de largo es muy peligrosa y puede requiere el arriostre temporal y permanente
complejo. Por favor, consulte a un Profesional de Diseño Registrado.
Examine la estructura, el sistema armazón estructural de edificio, ubicaciones de soporte e las condiciones de instalación correspondientes y comenzar con la instalación de los componentes sólo después de haber corregido toda condición insatisfactoria.
No corte, modifique ni repare los componentes y informe cualquier daño descubierto antes de proceder a la instalación.
LOTS OF 50
Los documentos adjuntos se ofrecen solamente como directrices mínimas. Nada de lo incluido en este paquete debe interpretarse de manera que exceda el alcance de la responsabilidad del fabricante de componentes, ni en forma tal que imponga
responsabilidades adicionales sobre éste.
$7.50
$18.75
shipping
units x qty.
10
1
member
PRICE EACH
non-member
price each
$13.00
$32.50
shipping
units x qty.
10
To view a non-printing PDF of this document, visit www.sbcindustry.com/jobsitecs.
for Design responsibilities see reverse
2013 JOBSITE cover sheet CS5.indd 1
3/18/2013 1:12:34 PM
CANADAJOBSITECS-D
Jobsite Cover Sheet – English/French
JOBSITE PACKAGE
IMPORTANT DOCUMENTS ENCLOSED – PLEASE REVIEW
PAQUET DE CHANTIER
LES DOCUMENTS IMPORTANTS CI-INCLUS – VEUILLEZ ÉTUDIER
WARNING:
The handling, storing, installing, restraining and diagonal bracing of structural building components
requires specialized training, clearly implemented procedures, and careful planning and communication among the contractor, crane
operator and installation crew. Handling and installing components without appropriate training, planning and communication greatly
increases the probability of an accident resulting in property damage, serious personal injury and/or death.
b10postframe-d
B10 Summary Sheet - Post Frame Truss Installation,
Restraint & Bracing
non-member
price each
The English/Spanish jobsite package cover sheet
includes warnings about the handling, storing,
installing, restraining and diagonal bracing of
structural building components. Portions of the
ANSI/TPI 1-2007 design responsibilities are on the
back.
JOBSITE PACKAGE
IMPORTANT DOCUMENTS ENCLOSED
PLEASE REVIEW
The BCSI-B9 Summary Sheet explains how
multiple-ply girder trusses consist of two or more
individual trusses that must be attached together
to act as a single member. This bilingual (English/
Spanish) document discusses various attachment
methods and types of fasteners. It summarizes
Section B9 of the BCSI Book.
Multi-Ply Girders
Travesaños Varias-Capas
member
PRICE EACH
SPANISHJOBSITECS-D
Jobsite Cover Sheet – English/Spanish
24
b9girder-d
B9 Summary Sheet - Multiple-Ply Girders
PLATE HERE
P
A
C
K
A
G
E
S
Grado y Especie de Madera: La resistencia del clavo a fuer-
3. Length of Penetration:
1/3 Nail
Length
Limite el número total de clavos-oblicuos a tres (incluyendo ambos lados,
vea la Figura B) para soporte total en una 2x4 (ej., 3-1/12 pulgadas)
chapa de arriba y cinco (incluyendo ambos lados, vea la Figura C) para
soporte total en un 2x6 (ej., 5-1/2 pulgadas) chapa de arriba.

J
O
B
S
I
T
E
Nail resistance to withdrawal and lateral forces is greater for denser grades and species of
lumber.
A
30°
Instalación Apropiada: Empiece
con los clavos a una distancia aproximadamente un-tercio de su largo del borde
inferior de la cuerda del truss y clavarlos
(vea la Figura A), a un ángulo de 30
grados de la cara dela cuerda.
INFOFRAMER-D
information for Framers Flyer – English/Spanish
The BCSI-B8 Summary Sheet discusses how toenailed connections are often used to attach metal
plate connected wood trusses to bearing walls,
beams and girder trusses to resist uplift and lateral
forces. Uplift and lateral resistance capacities for
toe-nailed connections are provided, as well as
general connection options for when toe-nailing
is not enough. This bilingual (English/Spanish)
document summarizes Section B8 of the BCSI
Book.
Using Toe-Nailed Connections to Attach Trusses at Bearing Locations
El Uso de Conexiones Clavados-Oblicuamente para Sujetar los Trusses
en Ubicaciones de Soporte
Wood Truss Council of America & Truss Plate Institute
All Rights Reserved
B
C
S
I
The English/French jobsite package cover sheet
includes warnings about the handling, storing,
installing, restraining and diagonal bracing of
structural building components.
Prior to component installation, the documents should be examined and disseminated to all appropriate personnel, in addition to
restraint and bracing requirements. Trusses with clear spans 60 feet or greater are very dangerous to install and may
require complex temporary and permanent bracing. Please consult a Registered Design Professional.
Examine the building, the building’s framing structural system, bearing locations and related installation conditions. Begin component installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components. Report any
damage before installation.
The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed in
any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the component manufacturer.
AVERTISSEMENT:
La manipulation, l’entreposage, l’installation, la contrainte et le contreventement diagonal
des composants structuraux nécessitent de la formation spécialisée, des procédures clairement réalisées, et de l’élaboration et de
la communication prudente entre l’entrepreneur, le grutier et l’équipe d’installation. La manipulation et l’installation des composants
sans la formation, l’élaboration et la communication convenables augmentent considérablement la probabilité d’un accident qui
résultera des dégâts matériels, des blessures personnelles graves et/ou de la mort.
Avant l’installation des composants, les documents devraient être examinés et disséminés au tout personnel pertinent, en plus de la
formation convenable et une compréhension claire du plan de l’installation, toutes les exigences applicables de la protection contre
les chutes, et les exigences prévues de la contrainte et du contreventement. Les Fermes avec les portées plus longues que
60” (18 288mm) sont très dangereuses à installer et peuvent exiger du contreventement temporaire complexe et
du contreventement permanent complexe. Veuillez consulter un Concepteur Professional Enregistré.
Inspectez le bâtiment, son système structural de charpente, les appuis et des conditions d’installation relatives. Commencez
l’installation des composants seulement après toutes les conditions peu satisfaisantes ont été corrigées. Ne pas couper, ne pas
modifier et ne pas réparer aucun composant. Rapportez tous les dégâts avant l’installation.
LOTS OF 50
1
member
PRICE EACH
non-member
price each
$13.00
$32.50
shipping
units x qty.
20
Les documents ci-inclus sont offerts seulement comme des directives minimums. Rien n’incluait dans ce paquet de chantier devraient
être interprété en aucune manière comme agrandir la portée de la responsabilité du fabricant des fermes, ou lui imposer des responsabilités additionnelles.
B10
The BCSI-B10 Summary Sheet provides guidelines
for the proper handling, installing, restraining
and bracing of flat bottom chord MPCW trusses
spaced > 2' to 12' on-center in engineered post
frame building system applications. This bilingual
(English/Spanish) 12-page document summarizes
Section B10 of the BCSI Book.
Post Frame Truss Installation, Restraint & Bracing
Instalación, Restricción y Arriostre de Armazón de Poste
COMMENTARY AND RECOMMENDATIONS
For trusses spaced greater than 2’-0” on-center and up to 81’-0” in length
COMENTARIO Y RECOMMENDACIONES
Para los trusses espaciados más de 2 pies en el centro y hasta 81 pies de largo
See BCSI-B1 for additional information on truss unloading,
jobsite handling, jobsite storage, hoisting and lifting. Heed all
warnings and caution notes.
Vea BCSI-B1*** para más información sobre como descargar,
manejar en la obra, almacenar en la obra, y levantar los trusses.
Presta atención a todas las advertencias.
***
Warning Trusses with clear spans 60 feet or greater are
extremely dangerous to install and require more detailed
safety and handling measures than shorter span trusses.
Hire a registered design professional to provide a restraint/
bracing plan and to supervise the erection process.
¡advertencia! Trusses de 60 pies o más de largo son muy peligrosos para instalar y requieren las prácticas de seguridad y
tratamiento más detalladas que los trusses más cortos de largo. Contrata un profesional registrado de diseño para proveer un plan
de restricción/arriostre y para supervisar el proceso de construcción.
TRUSS STORAGE – ALMACENAJE DE TRUSSES
do not unload trusses on rough
terrain or uneven surfaces that could
cause damage to the truss.
no descargar trusses en terreno escabroso o superficies irregulares que
pueden causar daño al truss.
Walking on trusses that are lying flat
is extremely dangerous and is strictly
prohibited.
Caminar arriba de trusses que están
acostados planos es extremamente
peligroso y es estrictamente prohibido.
þ
8'-10'
8'-10'
be stored horizontally for more than
one week, place blocking of sufficient
height beneath the stack of trusses on
8' to 10' intervals (or as required) to
minimize lateral bending and to lessen
moisture gain from the ground.
Los trusses pueden ser descargados
directamente en el terreno al tiempo
de la entrega o almacenados temporalmente en contacto con el terreno
después de la entrega. Si los trusses
tienen que ser almacenados horizontalmente por más de una semana,
ponga bloqueo de la altura suficiente
debajo el montón de trusses en intervalos de 8 hasta 10 pies (o como sea
requerido) para minimizar el doblado
lateral y reducir la cantidad de agua
que absorben el terreno.
þ
Trusses may be unloaded directly on
the ground at the time of delivery or
stored temporarily in contact with the
ground after delivery. If trusses are to
Trusses que están almacenados por
más de una semana serán protegidos
del ambiente en una manera que provee
la ventilación adecuada de los trusses.
Si unas lonas o otras cubiertas protectivas están utilizadas, los extremos tienen
que quedar abiertos para la ventilación.
Las cubiertas apretadas no son recomendadas, porque atrapan la humedad.
caUtion Exercise care when removing banding and handling trusses to
avoid damaging trusses and prevent
injury. Wear personal protective equipment for the eyes, feet, hands and head
when working with trusses.
caUteLa Utilice cuidado al quitar las
tiras y al manejar los trusses para evitar
daño al trusses y prevenir heridas. Lleve
el equipo personal protectivo para los
ojos, pies, manos y la cabeza cuando
está trabajando con trusses.
(12 pages)
lots of 50
do not store bundles upright (vertical)
unless properly braced to prevent toppling.
no guardar los paquetes derechos (verticales) a menos que estén arriostrados
apropiadamente para prevenir que se
caigan.
Trusses stored for more than one
week shall be protected from the
environment in a manner that provides
adequate ventilation of the trusses. If
tarpaulins or other protective covers
are used, the ends must be left open
for ventilation. Tight fitting covers are
not recommended, since they trap
moisture.
1-9
10-19
20-99
100+
B10PostFrame 150515
2015 B10 Summary Sheet FINAL.indd 1
memberPRICE non-member
EACH LOT
PRICE EACH LOT
5/22/2015 11:43:05 AM
$66.00
63.00
60.00
57.00
$112.00
107.00
102.00
97.00
shipping
units x qty.
608/274-4849 • www.sbcindustry.com
Copyright © 2010
FRJobsiteCS 100812
To view a non-printing PDF of this document, visit
www.sbcindustry.com/frjobsitecs.
Pour regarder un PDF non-imprimable de ce document, visitez
www.sbcindustry.com/frjobsitecs.
WallPanelJobsiteCS-D
Wall Panel Jobsite Cover Sheets
JOBSITE PACKAGE
PLEASE REVIEW
WARNING:
This cover sheet provides warnings specifically
about handling, installing, storing and bracing wall
panels. Text is in English and Spanish.
The handling, storing, installing and temporary bracing of wall panels requires specialized
training, clearly implemented procedures, and careful planning and communication among the contractor and installation crew.
Handling and installing wall panels without appropriate training, planning and communication greatly increases the probability
of an accident resulting in property damage, serious personal injury and/or death.
55
Prior to wall panel installation, the documents should be examined and disseminated to all appropriate personnel, in addition to
temporary bracing requirements.
Examine the building’s foundation and related installation conditions. Begin wall panel installation only after any unsatisfactory
conditions have been corrected. Do not cut, drill, notch or otherwise alter the wall panels beyond the limitations specified in the
building code. Report any damage before installation.
The enclosed documents are offered as minimum guidelines only. Nothing contained in this jobsite package should be construed
in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the wall panel manufacturer.
¡ADVERTENCIA!:
El manejo, almacenamiento, instalación y arriostre temporal de paneles de pared requieren entrenamiento especializada, procedimientos claramente implementados y la planificación y comunicación clara entre el
contratista y los obreros de instalación. El manejar e instalar los paneles de pared sin entrenamiento suficiente, planificación y
comunicación adecuadas aumenta mucho la probabilidad de un accidente que resulta en daño a propiedad, herida seria o muerte.
Antes de la instalación de los paneles de pared, los documentos adjuntos deben ser examinados y difundidos a todo el personal
apropiado, además del entrenamiento pertinente y un claro entendimiento del plan de instalación, de todo requisito aplicable de
la protección contra la caída y de los requisitos previstos de arriostre temporal.
Examine el cimiento de la estructura y las condiciones de instalación correspondientes. Comenzar con la instalación de los paneles
de pared sólo después de haber corregido toda condición insatisfactoria. No corte, perfore, haga muesca ni altere de otro modo
los paneles de pared fuera de las limitaciones especificadas en el código de edificio. Informe cualquier daño descubierto antes
de proceder a la instalación.
b11fall-d
CANADAB11-D
b11 summary Sheet - Fall Protection & Trusses
Los documentos adjuntos se ofrecen solamente como directrices mínimas. Nada de lo incluido en este paquete debe interpretarse de manera que exceda el alcance de la responsabilidad del fabricante de paneles de pared, ni en forma tal que imponga
LOTS OF 50
1
member
PRICE EACH
non-member
price each
$13.00
$32.50
shipping
units x qty.
20
To view a non-printing PDF of this document, visit www.sbcindustry.com/wallpaneljobsitecs.
B11C
Fall Protection & Trusses
Prévention des chutes et fermes
Before you start, contact the Federal, Provincial or Territorial OSH regulatory bodies for information on fall protection and
erection/installation of trusses in residential construction.
Avant de commencer, communiquez avec les organismes de réglementation fédéraux, provinciaux ou locaux de santé et
sécurité au travail pour obtenir des renseignements sur la prévention des chutes et l’érection/l’installation de fermes dans
une construction résidentielle.
Truss Systems
Système de Fermes
DANGER Il est dangereux d’utiliser
toute partie d’un système de fermes
de toit ou de plancher insuffisamment
renforcée ou gainée comme point
d’ancrage pour tout type de système
de prévention des chutes et augmentera le risque de blessures graves ou
de mort.
DANGER Any part of an inadequately braced or sheathed roof
or floor truss system used as an
anchorage point for any type of
personal fall arrest system is dangerous and will increase the risk
of serious injury or death.
B11
Protección de Caída y Trusses
WARNING Roof and floor trussAVERTISSEMENT Les fermes de
es that are not properly braced
toit et de plancher qui ne sont pas corper BCSI or sheathed are not able
rectement renforcées conformément
to resist lateral impact loads asau BCSI or gainées ne pourront pas
sociated with falls. A falling worker
résister aux charges à impact latéral
attached to an inadequately
associées
aux chutes.
La chute are
d’uncontained in OSHA’s Fall Protecbraced set of trusses could
cause
Regulations
on fall protection and erection/installation of trusses
in residential
construction
travailleur
relié à un ensemble
de fer- states in part: “Each employee
all the previously set trusses
tion to
Standard, 29 CFR 1926 Subpart M(the Standard). Section
1926.501(b)(13)
of the Standard
mesabove
qui nelower
sont levels
pas correctement
ren- by guardrail systems, scafcollapse in a domino effect.
engaged in residential construction activities 6 feet or more
shall be protected
forcées pourrait causer l’effondrement
folding, a safety net system or a personal fall arrest system.”
de toutes les fermes précédemment mises en place dans
Las regulaciones sobre protecciónune
contra
caídas
levantamiento/instalación de entramados en construcción residencial
réaction
enychaîne.
vienen contenidos en la Regulación de Protección contra Caídas de OSHA, 29 CFR 1926 Subparte M (el Estándar). La
sección 1926.501(b)(13) de la regulación establece en parte: “Cada empleado que participe en actividades de construcción
residencial a 6 pies o más por encima de niveles inferiores deberán estar protegidos por sistemas de rampas de protección,
andamiaje, un sistema de red de seguridad o un sistema de protección personal para detención de caídas.”
SBCA has created an alternate fall protection plan template, complete with links throughout the document to the applicable
steps to follow in its online step-by-step approach to erecting an initial truss system under OSHA’s fall protection requirements.
Visit sbcindustry.com/fp
 Refer to BCSI-B1C*, BCSI-B2C* and BCSI-B7C* for
recommendations on proper bracing of trusses.
Sistemas de Entramama
Truss Systems
The BCSI-B11 Summary Sheet provides guidance
to framing crews on how to assess fall hazards
while installing trusses on residential construction
jobsites. It stresses that trusses are not
designed to serve as fall protection anchorage,
and highlights additional fall protection
requirements under OSHA’s new standards.
summarizes Section B11 of the BCSI Book.
DANGER Any part of an inad¡PELIGRO! Cualquier pieza de un
BCSI-B7C*
equately braced or sheathed  Reportez-vous à BCSI-B1C*, BCSI-B2C* etsistema
de entramado de techo o el piso
roof or floor truss system used pour obtenir des recommandations sur le renforcement
apuntalado o forrado de forma inadecuaapproprié des fermes.
as an anchorage point for any
da que se utilice como punto de anclaje
type of personal fall arrest
para cualquier tipo de sistema de protecrenforcées.
system is dangerous and will DANGER Ne marchez pas sur des fermes nonción
personal para detención de caídas
increase the risk of serious
es peligroso y aumentará el riesgo de
DANGER Ne vous tenez pas sur des surplombs
de ferme
injury or death.
lesiones
personales de gravedad o la
avant que le revêtement structurel ne soit appliqué
sur la
muerte.
DANGER Do not walk on unbraced
trusses.
WARNING Roof and floor ferme et les surplombs.
¡ADVERTENCIA! Los entramados de
trusses that are not properly
techo y piso que no están correctamente
DANGER Do not stand on Truss
overhangs
braced
per BCSIuntil
or sheathed
apuntalados según BCSI o forrados no
Structural Sheathing has been
applied
to the
Trusslateral
are
not able
to resist
pueden resistir cargas de impacto lateral
and overhangs.
impact loads associated with
asociadas con caídas. Un trabajador que
falls. A falling worker attached
sufra una caída y que esté acoplado a
to an inadequately braced set
un conjunto de entramados que no estén
of trusses could cause all the
apuntalados
adecuadamente podría proB11CFall 151106
previously set trusses to colvocar que los entramados fijados previalapse in a domino effect.
mente se colapsen con un efecto dominó.
BCSI-B11C SUMMARY SHEET • Feuille Sommaire BCSi-B11C
 Refer to BCSI-B1* and BCSIB2 for recommendations on
proper bracing of trusses.
2015 B11C Summary Sheet.indd 1
12/18/2015 12:05:17 PM
 Refer to
BCSI-B1*
for recommendations
on proper
hoisting of
trusses.
DANGER Do not walk on unbraced
trusses.
DANGER Do not stand on Truss overhangs until Structural Sheathing has been
applied to the Truss and overhangs.
Consulte BCSI-B1* sobre recomendaciones para
levantar correcto de los entramados.
¡PELIGRO! No camine sobre entramados no
apuntalados.
¡PELIGRO! No se pare en el braguero voladizos
hasta revestimiento estructural se ha aplicado a
la armadura y voladizos.
B11Fall 150722
10
2016
(4 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$25.00
24.00
23.00
22.00
$42.50
41.00
39.00
37.50
shipping
units x qty.
24 (English/
Spanish)
60 (French)
WallPanelJobsiteCS-D 110520
JOBSITEBAGS
Jobsite Bags
Create your own jobsite information packages
with these 10x14 inch zippered plastic bags.
These roomy, well constructed bags will help
keep jobsite documents clean and dry. They
are the same bags used with the preassembled
JOBSITE PACKAGE Jobsite-D that contains a
selection of the BCSI summary sheets.
LOTS OF 100
1
member
PRICE EACH
non-member
price each
$30.00
$60.00
shipping
units x qty.
50
7/24/2015 9:03:11 AM
JOBSITE-D
Jobsite Package in English/Spanish
B
C
S
I
The JOBSITE PACKAGE is a critical tool in helping component manufacturers
to effectively fulfill their duty to educate and warn customers with important
installation and safety information. The package comes in an economical,
pre-assembled zippered plastic bag
quantity
member non-member shipping
(10"x14") and consists of information minimum
50 PRICE EACH PRICE EACH units x qty.
for framers, a cover sheet,
50-99
$5.00
$8.50
TTBHIBCHECK, B1-B4 and B11 –
100-499
4.80
8.15
Fall Protection & Trusses.
500-999
4.50
7.65
3.5
&
7.23
6.97
B3 C
TrussDesignDrawingsmayspecifylocationsof
permanentlateralrestraintorreinforcementfor
individualtrussmembers.RefertotheBCSIB3SummarySheet***formoreinformation.
Allotherpermanentbracingdesignisthe
responsibilityoftheBuildingDesigner.
Lesfermesnesontpasmarquéesenaucunefaçon
pour identifier la fréquence ou la location de la
contraintelatéraletemporaireetlecontreventement
diagonal.Suivezlesrecommandationspour
lamanipulation,l’installationetlacontrainte
temporaireetlecontreventementdesfermes.
Référez-vousàlabrochureBCSI***pourplus
d’informationsdétaillées.
Truss Clear Spans of 60’ or greater may require complex permanent bracing. Please always consult a Registered Design Professional.
Les Dessins d’Atelier des Fermes peuvent spécifier
leslocationsdelacontraintepermanentelatérale
oulerenforcementpourdesmembruresdes
fermesindividuelles.Référez-vousauBCSI-B3***
pourplusd’informations.Toutautredessindu
contreventementpermanentestlaresponsabilitédu
ConcepteurduBâtiment.
B2
WARNING!Theconsequencesofimproperhandling,erect
ing,installing,restrainingandbracingcanresultinacollapse
ofthestructure,orworse,seriouspersonalinjuryordeath.
CAUTION! Bandingandtrussplateshavesharpedges.Wear
gloveswhenhandlingandsafetyglasseswhencuttingbanding.
ATTENTION! Lesfeuillardsmétalliquesetlesconnecteursdemétalontdesbordstranchants.Portezlesgantslorsdelamanipulationetleslunettesdesécuritéencoupantles
feuillardsmétalliques.
CAUTION! Avoidlateralbending.
ATTENTION! Evitezlecourbement
latéral.
Toe-in
Cable de
direction
Tagline
Cable de
sécurité
stress-graded lumber, proprietary metal
products,
andde
metal
Latérale
Temporaire
la purlins and straps.
Membrure Supérieure
Les matériaux de retenue et de contreventement
communs incluent les panneaux structuraux de bois,
le revêtement de panneaux de gypse, le bois(CLTMS)
classé par résistance mécanique, les produits métalliques
Upto30'
10'o.c.max.
exclusifs, les(Jusqu'à9144mm)
pannes et les feuillards métalliques.
(3048mmc/cmax.)
30'to45'
8'o.c.max.
(9144mmà13716mm)
(2438mmc/cmax.)
MINIMUM ATTACHMENT
REQUIREMENTS FOR LUMBER
RESTRAINT/BRACING1,2
LES EXIGENCES MINIMUMS
DES ATTACHMENTS POUR
LA CONTRAINTE/LE
45'to60'
6'o.c.max.
1,2
CONTREVENTEMENT DU BOIS
(13716mmà18288mm)
(1829mmc/cmax.)
TRUSSES UP TO 60'
LES FERMES JUSQU’À 18 288MM
Tagline
Cable de
sécurité
Ground bracing not shown for clarity.
Pour simplifier, le contreventement
de sol n’est pas montré.
60'to80'*
4'o.c.max.
Lumber Size
Minimum Nail Size (1219mmc/cmax.)
Minimum Number of
(18288mmà24384mm)
Taille de Bois
Taille Minimum de Clou
Nails per Connection
1
Other attachment requirements may be specified by
*Consult a Professional Engineer for trusses longer
than 60'.
Nombre
Minimum de
Truss Designer or Building Designer.
*Consultez un Concepteur Professionnel Enregistré
pourparlesConnexion
fermes qui sont2the
plus
Clous
The grade/size and attachment for bracing materials
longues que 60' (18 288mm).
60º or less
60º ou moins
Toe-in
Cable de
direction
Spreader bar ½ to 2/3 truss length
La barre d’écartement est de ½ à
2/3 de la longueur de la ferme
Aprrox. ½ truss length
Environ ½ de la longueur
de la ferme
TRUSSES UP TO 30'
LES FERMES JUSQU’À 9 144MM
Attach 10’ o.c. max.
Spreader bar or stiffback
Attachez 3 048mm
Barre d’écartement
ou
WARnIng! Spans over 60' require more complex temporary
installation
restraint/bracing.
centre en centre max.
CAUTION!Usespecialcareinwindy
raidisseur
Locate above mid-height
Consult a registered design professional.
weatherornearpowerlinesandairports.
Localisez au-dessus de la
mi-hauteur
ATTENTION! Soyezprudentaugrandvent

2x4 stress-graded
SeeBCSI-B2***for
3" common spiral (0.122"x3")
38mm x 89mmTCTLRoptions.
classé
clous vrillés ordinaires 3"
par la résistance
(3mm x 76mm)
Référez-vousauBCSI-B2***
mécanique
pourdesoptionsdeCLTMS.
3" common wire (0.144"x3")
clous ronds ordinaire 3”
(3.7mm x 76mm)
RefertoBCSI-B3
2x6 stress-graded
SummarySheet***forGableEnd
0.131" x3" pneumatic
38mm xFramerestraint/bracing/
140mm classé
clous pneumatique 0.131"x3”
par reinforcementinformation.
la résistance
(3.3mm x 76mm)
mécanique
such as wood structural panels, gypsum board
sheathing, proprietary metal restraint/bracing
products, and metal purlins and straps are provided
by the Building Designer.
2
Spreader bar 2/3 to ¾ truss length
Tagline
La barre d’écartement
DAngER! Disregarding handling, installing, restraining
and bracing
safety est de 2/3 à
Cable de
¾ de la longueur de la ferme
recommendations is the major cause of truss erection/installation
accidents.
sécurité
TRUSSES UP TO AND OVER 60'
DAngER! Le manque des recommandations de sécurité pour
manipuler,
retenir et
LES FERMES
JUSQU’À ET installer,
PLUS QUE 18 288MM
contreventer est la cause majeure des accidents de l’érection et de l’installation des fermes.

Pourdesrenseignementsàproposde
(19mm)
(3 810mm)
P/50Building Designer
P (mm)
Le Contreventement Diagonal “X” au Plan de Membrure Supérieure aux
7/8"du Bâtiment.
14.6'
1/4" intervalles spécifiés
1' par le Concepteur
(22mm)
(4 450mm)
(6mm)
(305mm)
1"
16.7'
1/2" Chord2'Plane
2. Permanent Bracing for the Bottom
(25mm)
(5 090mm)
(13mm)Le Plan
(610mm)
Contreventement Permanent Pour
De Membrure
Inférieure
18.8'
1-1/8"
3/4"
3'
(29mm)
(5 730mm)
(19mm)
(914mm)
Use rows of continuous lateral restraint with diagonal
1-1/4"
20.8'
4'
bracing, gypsum board sheathing or some other1"ceiling
(32mm)
(6 340mm)
(25mm)
(1 219mm)
material capable of functioning as a diaphragm.
Tolerancesfor
1-3/8"
22.9'
1-1/4
5'
Utilisez Outof-Plumb.
des rangées de retenues latérales continues
(35mm)
(6 980mm)
(32mm) avec
(1 524mm)
un contreventement diagonal, un revêtement 1-1/2"
de panneaux 6'
1-1/2"
25.0'
LesTolérances
de gypse
ou un autre matériau en mesure de(38mm)
fonctionner(1 829mm)
(38mm)
(7 620mm)
comme pourHors
diaphragme.
29.2'
1-3/4"
1-3/4"
7'
d’Aplomb.
(45mm)
(8 900mm)
(45mm)
(2 134mm)
The TDD provides information on the assumed 2"
support for ≥8'
2"
≥33.3'
(51mm)
(≥10 150mm)
the bottom chord.
(51mm)
(≥2 438mm)
Directly
attached
rigid
ceiling
Le DCF fournit des renseignements sur le support prévu
Le plafond rigide a attaché directement
pour la membrure inférieure.


DO NOTproceedwithconstructionuntilalllateral
by the building
designer with a maximum of 10’ (3 m) on-center.
La Hauteur Maximum des Piles
Installezrestraintandbracingissecurelyandproperlyin
la retenue latérale permanente de la membrure inférieurede
à l’espacement
Matériaux sur lesindiqué
Fermes
place.
sur le DCF
et (ou) par le concepteur du bâtiment avec un maximum
de 3 m (10 pi) entraxes.
Material
Height
NEprocédezpasaveclaconstructionjusqu’à
Le Matériel
La Hauteur
cequetouteslescontrainteslatéralesettoutle
Gypsum
Board
Diagonal bracing.
Attach to each truss.
Renforcement
de l’épissure12"
CLC
contreventementsontsolidementenplace.
Le Panneau de Gypse
(305mm)
Bottom chords tion.
Répétez les contrevents
Membrures Inférieures
N’excédezpasleshauteursmaximumsdespiles.
diagonaux pour chaque
≤45˚ typ.
Pourplusd’informations,référez-vousauBCSIensemble de 4 fermes.
B4.***
≤10'
(3 m)
≤10'
(3 m)
of proper bottom chord plane restraint & bracing unless special bracing is designed to support the
end wall.
La ferme du pignon devrait toujours correspondre au profil des fermes adjacentes pour permettre
l’installation de la retenue et du contreventement appropriés du plan de membrure inférieure, à
moins qu’un contreventement spécial soit conçu pour supporter le mur d’extrémité.
Diagonal Brace
Contreventement
Diagonal
Diagonal Braces
Contreventements
Diagonals
≤45˚
≤45˚
Group of 2 Trusses
Groupe de 2 Fermes
Lateral Restraint
Contrainte Latérale
Structural
Sheathing
Revêtement
Intermédiaire
Structural
Lateral
Restraint
Contrainte
Latérale
groups of trusses (i.e., three or less). Attach the lateral restraint
and diagonal brace to each web member they cross.
Les retenues latérales et le contreventement diagonal peuvent également être utilisés avec de
petits groupes de fermes (p. ex., trois ou moins). Fixez la retenue latérale et le contreventement
diagonal à chaque membrure d’âme qu’ils traversent.
ALWAYS DIAGONALLY BRACE THE CONTINUOUS LATERAL RESTRAINT!
CONTREVENTEZ
TOUJOURS EN Trusses
DIAGONAL LA RETENUE LATÉRALE CONTINUE!
Checklist for Handling
and Installing
Truss Member
B. Individual Web Member Reinforcement
CLR
Liste de Vérification pour la2x_ Manipulation
etdesl’Installation
des Fermes
Renforcement
membrures d’âme individuelles
Plywood or OSB
Le Contreplaqué ou OSB
Asphalt Shingles
Les Bardeaux d’Asphalte
Concrete Block
Les Blocs de Béton
Clay Tile
Les Tuiles d’ArgileA
JOBS TE PACKAGE
2) WEB MEMBER PLANE — LE PLAN D’UNE MEMBRURE D’ÂME
a) prevents out-of-plane
buckling ofLATÉRALE
truss
LA CONTRAINTE
& LE CONTREVENTEMENT DIAGONAL SONT TRÈS
Plan de
members,
IMPORTANTS
Diagonal Bracing Membrure
b) helps maintain proper truss spacing, and
Web Member Plane
Supérieure
Web Members
Contreventement Diagonal
c) resists and transfersMembrures
lateral loads
from
Plan de
d’Âmes
Membrure
wind and seismic forces.
Le contreventement permanent est important d’Âme
Diagonal
La contrainte latérale NE suffit
sans contreventement
diagonal.
LApaS
CONTRAINTE
& LE CONTREVENTEMENT
TEMPORAIRES
 The gable end frame should always match the profile of the adjacent trusses to permit installation
≤20'
≤6.1m
Note: Some chord and web members not shown for clarity.
Notez: Pour simplifier, des membrures et des membrures
d’âme ne sont pas montrées.
 Lateral restraint & diagonal bracing can also be used with small
CONSTRUCTION LOADING — LES CHARGEMENTS DE CONSTRUCTION
 Install bottom chord permanent lateral restraint at the spacing
indicated on the tDD and/or
Maximum Stack Height for Material on Trusses
Contreventement Permanent Pour Les Divers Plans D’une Ferme
 Permanent bracing
is important
because&it:
LATERAL
RESTRAINT
DIAGONAL BRACING ARE VERY IMPORTANT
Top Chord Plane
Iftrussesaretobestoredhorizontally,
Lateral restraint is NOTTEMPORARY
adequate without
diagonal bracing.

RESTRAINT
& BRACING
place blocking of sufficient height beneath
Group of 3 Trusses
Groupe de 3 Fermes

Des autres exigences d’attachement peuvent
être spécifiées par le Dessinateur de Ferme ou le
Concepteur du Bâtiment.
La taille et l’attachement pour des matériaux de
contreventement comme les panneaux structuraux
Contreventement Diagonal.
de bois, le revêtement de panneaux de gypse, les
Attach to each
produits métalliques exclusifs pour la contrainte ou le
DOtruss.
NOTexceedmaximumstackheights.Referto
Repeat
diagonal
contreventement, et des pannes
et des feuillards
sont braces
BCSI-B4SummarySheet***formoreinformafor each set of 4 trusses.
fournis par le concepteur du bâtiment.
1
2
3
AVERTISSEMEnT! Les portées plus de 60’ (18 288mm) exigent l’installation temporaire de la contrainte/ lacontrainte/lecontreventementetle
renforcementdesFermesdePignondu
Consultez un concepteur professionnel enregistré.
Permanent
Bracing for the Various Planes of a Truss
Bout,référez-vousauBCSI-B3.***
ouprèsdeslignesdetransmissionetdes
le contreventement très complexes.
aéroports.
Spreader bar for
truss
Barre d’équilibrage pour
les fermes
Restraint/Bracing MaterialsTop&Chord
Fasteners
Temporary
Matériaux Et Attaches De Retenue
Et De Contreventement
Lateral Restraint
(TCTLR) Spacing
Truss
Span
 CommonlyLaused
restraint/bracing
materials include
wood structural panels, gypsum board sheathing,
L’Espacement
de la Contrainte
Portée de la Ferme
Vouspouvezendommagerlafermesivousutilisezlefaîte
commepointd’attachependantl’érection.
HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
LES RECOMMENDATIONS D’ÉRECTION POUR LES FERMES INDIVIDUELLES
Spreader bar
Barre d’écartement
AVERTISSEMENT! Lesconséquencesdelamanipulation,
l’érection,l’installation,lacontrainteetlecontreventement
incorrectspeuventaboutiràl’effondrementdelastructure,
oupire,desblessurespersonnellessérieusesoulamort.
Thecontractoris
responsibleforproperly
receiving,unloadingandstoringthe
trussesatthejobsite.
L’entrepreneurestresponsablederecevoir,
déchargeretentreposercorrectementles
fermesauchantier.
Usingasinglepick-pointatthepeakcandamage
thetruss.


1) TOP CHORD — LA MEMBRURE SUPÉRIEURE
Truss Installation & Temporary Restraint/Bracing
L’Installation des Fermes & La Contrainte/Le Contreventement Temporaires
HANDLING — LA MANIPULATION
Holdeachtrussinpositionwiththeerectionequipmentuntiltopchordtemporarylateralrestraint

isinstalledandthetrussisfastenedtothebearingpoints.
Supportezchaquefermeenplaceavecl’équipementd’érectionjusqu’àl’installationdelacontraintelatéraletemporairedesmembruressupérieuresetquelafermeestattachéeauxpoints
d’appui.
Gable End Frames and Sloped Bottom Chords
Ferme Du Pignon Et Membrures Inférieures En Pente
Purlins
Examples of Diagonal Bracing with Continuous Restraint
Warning Disregarding permanent restraint/bracing is a major cause of truss field performance
Fastener size and spacing requirements and
Pannes
Des Exemples Du Contreventement Diagonal Avec La
problems and has been known to lead to roof or floor system collapse.
grade for the sheathing, purlins and bracing
Permanent Continuous
Contrainte Latárale Continue
Lateral Restraint
are provided in the building code and/or by the
aVErTiSSEMEnT! Le fait de négliger la retenue et le contreventement permanents est une
Continuous Lateral
building designer.
cause majeure des problèmes visant la performance des fermes sur le chantier et cela est reconnu
Continue Permanente
Restraint
pour avoir entraîné l’effondrement des systèmes de toit et de plancher.
Le code du bâtiment et (ou) le concepteur du
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
Continue
INSTALLING
— L’INSTALLATION
fournissent les exigences
relatives
CaUTiOn!
Trusses with
of 60 feet (18.3 m) orPOUR
greater,TOUS
may require
complexDES
permaLA CONTRAINTE
ETclear
LE spans
CONTREVENTEMENT
LES PLANS
FERMES bâtiment
Out of Plane—Hors Axe
≈45˚
à la taille des attaches, à l’espacement et au
nent bracing. Please always consult a registered design professional.
TolerancesforOut-of-Plane.
Max. Bow
Truss Length
classement du revêtement, des pannes et du Out of Plumb
Thisrestraint&bracingmethodisforalltrussesexcept3x2and4x2parallelchordtrusses.
≈45˚
MiSE En
garDE! Les fermes ayant des portées libres de 18,3 m (60 pi) et plus peuvent exiger un
Diagonal Bracing
LesTolérancespourHorsAxe.
L’arc max. La Longueur de la Ferme
Hors d’Aplomb
contreventement.
Contreventement
Cetteméthodedecontrainte&decontreventementestpourtouteslesfermessaufcesfermesen
contreventement
permanent complexe. Veuillez toujours consulter un concepteur professionnel agréé.
3/4"Plane at intervals specified
12.5'by the
Diagonal
D/50Diagonal “X”Dbracing
(ft.) in the Top Chord
membruresparallèles3x2et4x2(64mmx38mmet89mmx38mm).
HOISTING OF SINGLE TRUSSES — L’ÉRECTION DES FERMES INDIVIDUELLES
≤10'
(3 m)
≤20'
(6.1 m)
≤10'
16"
(406mm)
2 bundles
2 paquets
8"
(203mm)
3-4 tiles high
3 à 4Atuiles d’épaisseur
Lateral restraint 2x4x12'
over CLR splice. Attach to CLR with
minimum 8-3 ½" common spiral
(0.152"x3.5") nails each side of splice
or as specified by the Building Designer.
reinforcement.
avec au moins huit 8- clous vrillés
(3 m)
or greater lapped over
DO NOToverloadsmallgroupsorsingletrusses.
Minimum de deux éclisses de 61 cm
two trusses or CLR splice
centrées sur l’épissure. Fixez au CLC
NEsurchargezpaslespetitsgroupesoulesfermesindividuelles.
~
This French/English JOBSITE PACKAGE allows component manufacturers to
provide important installation and safety information with every jobsite delivery.
This pre-assembled package includes key SBCA/TPI products in a zippered
plastic bag (10"x14"). Each package includes a cover sheet, CANADATTBHIB
Checklist for Handling & Installing
quantity
Trusses and Canadian B1-B4, and
minimum 50 PRICE EACH PRICE EACH units x qty.
B11, all of which have French and
50-99
$5.00
$8.50
English text. The French/English
100-499
4.80
8.15
JOBSITE PACKAGE is an extremely
500-999
4.50
7.65
6
useful tool in helping component
1000-1999
4.25
7.23
manufacturers effectively fulfill their
2000+
4.10
6.97
duty to educate and warn.
BCSI-B3C SUMMARY SHEET - PERMANENT RESTRAINT/BRACING OF CHORDS & WEB MEMBERS

LES NOTES GÉNÉRALES
GENERAL NOTES
Trussesarenotmarkedinanywaytoidentify
thefrequencyorlocationoftemporarylateral
restraintanddiagonalbracing.Followthe
recommendationsforhandling,installingand
temporaryrestrainingandbracingoftrusses.
RefertotheBCSIbooklet***formoredetailed
information.
Lateral restraint and diagonal bracing used
T-, L-, Scab, I-, U-Reinforcement and proprietary metal reinforcement provide an alternative for
resisting web buckling.
Le renforcement en T, en L, en lambourde doublée, en I, en U, le renforcement par produits métalliques
exclusifs sont des solutions de rechange pour la résistance au flambement.
T-Reinforcement
Renforcement T


PAQUET DE CHANT ER



*



















Example of raked gable end wall
(with scissors Gable End Frame)
Un exemple du mur de pignon du bout avec un porte-àfaux (avec une Ferme de Pignon du Bout ciseau)
CaUTiOn! Using a flat bottom chord gable end frame with adjacent trusses that have sloped
bottom chords is prohibited by some building codes as adequate bracing of this condition is difficult and sometimes impossible. Special end wall bracing design considerations are required by
the building designer if the gable end frame profile does not match the adjacent trusses.
MiSE En garDE! Il est interdit par certains codes du bâtiment d’utiliser une ferme de pignon à
membrure inférieure plate avec des fermes adjacentes qui ont des membrures inférieures en pente,
car un contreventement adéquat dans cette condition est difficile, voire parfois impossible. Des considérations spéciales de conception du contreventement des murs d’extrémité sont exigées par le
concepteur du bâtiment si le profil de la ferme de pignon ne correspond pas aux fermes adjacentes.
Permanent Bracing for Special Conditions
Contreventement Permanent Pour Des Conditions Spéciales
Sway Bracing—Entretoise De Contreventement
 Sway bracing is installed at the discretion of the building
designer to help stabilize the truss system and minimize
the lateral movement due to wind and seismic loads.
L’ entretoise de contreventement est installé à la discrétion
du concepteur du bâtiment pour aider à stabiliser le système de fermes et à minimiser le mouvement latéral causé
par les charges du vent et les charges sismiques.
 Sway bracing installed continuously across the building
also serves to distribute gravity loads between trusses of varying stiffness.
L’entretoise de contreventement installée de façon continue le long d’un bâtiment sert également à
distribuer les charges de gravité entre les fermes de rigidité variable.
L-Reinforcement
Scab Reinforcement
Metal Product
Produit Métallique
thestackoftrussesat8’to10’oncenter.
parce qu’il:
ordinaires 3.5” (3.9mm x 89mm) de
Renforcement L
Renforcement Plan
NEVERstackmaterialsnearapeakoratmid-span.
Lateral
restraint
La contrainte latérale 38mm
a) prévient le flambement hors
plan des
chaque côté de l’épissure ou comme
bracing
to brace the
bottom chord plane.
Truss Member, typ.
Fortrussesstoredformorethanone
always diagonally brace for safety! RefertoBCSI-B2Summary
il est précisé par le concepteur du
x 89mm x 3 658mm ou plus
membrures de fermes; Contrainte latérale
N’EMPILEz jamaislesmatériauxprèsdufaîteouàlami-portée.
Top Chord Temporary Lateral
Contreventement
Membrure de Ferme, typique
La contrainte latérale et le contreventement
week,coverbundlestopreventmoisture
b) aide à maintenir l’espacement approprié
Restraint (TCTLR)
chevauchent deux fermes or bâtiment.
pour la sécurité, toujours contreventezSheet***formoreinformation.
en diagonale!
diagonal sont utilisés pour contreventer le plan
SECTION
A-Anot shown for clarity.
Truss bracing
diagonal
gainbutallowforventilation.
des fermes;
La Contrainte Latérale Temporaire de
CLR splice reinforcement.
laceloadsoverasmanytrussesaspossible.
Pour simplifier, le contreventement de
de membrure Pinférieure.
c) résiste aux charges latérales des forces
Référez-vousauBCSI-B2***pour
la Membrure Supérieure (CLTMS)
Web Member Plane Permanent Building Stability Bracing to Transfer
RefertoBCSIBooklet***formore
Partagezleschargementssurautantdefermesquecesoitpossible. la ferme n’est pas montré.
du vent et des forces sismiques et les
Useproperriggingandhoistingequipment.
plusd’informations.
Wind & Seismic Forces
2x4 min.
detailedinformationpertainingtohandling
Note: Some chord and web members not shown for clarity.
transfère.
Truss
Bottom Chords
x 89mm min.)
Contreventement Permanent Pour Assurer La Stabilité Du Bâtiment Des Plans Des
Utilisezlebonéquipementpourl’érectiondes
MAxIMUM SPACIng FOR TOP CHORD TEMPORARY LATERAL RESTRAInT(38mm
(TCTLR)
andjobsitestorageoftrusses.
Pour simplifier,
des membrures et des membrures d’âmes ne sont pas montrées.
Positionloadsoverloadbearingwalls.
Member
Membrures Inférieures
Bottom Chord Plane
Membrures D’Âme Pour Transférer Les Forces Du Vent Et Les Forces Sismiques
Locate ground braces for first truss
fermes.
Trusses require permanent bracing within
Plan de Membrure Inférieure
Placezleschargementsau-dessusdesmursporteurs.
Sidesfermesdoiventêtreentreposé
directlyinlinewithallrowsoftop
L’ESPACEMEnT MAxIMUM DE LA
COnTRAInTE LATÉRALE TEMPORAIRE DE LA MEMBRUREALL
SUPÉRIEURE
(CLTMS)
Diagonal Braces every 10 truss spaces (20' max.)
of the following planes:
horizontalement,mettezdublocage
chordtemporarylateralrestraint(see
The web member restraint or reinforcement specified on a TDD is required to resist buckling due to
3. Permanent Bracing for the Web Member Plane
Des Contreventements Diagonaux chaque 10 fermes
Top chord plane
ALTERATIONS — LES
MODIFICATIONS
d’épaisseur suffisante sous la pile de
The graphic at left shows the1.maximum
on-center spacing (see at
tableinthenextcolumn).
DO NOT
axial forces caused by the in-plane loads applied to the truss. Additional restraint and bracing within
espacées 6 096mm max.
Contreventement
Permanent
Pour Le Plan De Membrure D’Âme
2. Bottom chord plane
fermesà8’à10’(2438mmà3048mm)
storeon
the web member plane may also be required to transfer lateral forces due to wind and/or seismic
≈90°
RefertoBCSI-B5SummarySheet.***
left) of TCTLR based on truss3.span
from the
table in Step 2 on page 2.
Localisezlescontreventsdusol
Web member permanent
bracing collects and transfers buckling restraint forces and/or lateral loads
Web member
10'-15'
max. Sameplane
spacing as bottom chord Lateral Restraint
centreencentre.
Some chord and web members not shown for clarity.
uneven
loads applied
perpendicular
the plane of the trusses.
This restraint and
bracing
is typically speciÉtudiez
tous lestorenseignements
fournissaient
dans
le PAQUET
DE
Pourplusd’informations,référez-vousauBCSIpourlapremièrefermeenligne
3 048mm
à 4 572mm max. Le même espacement que la
forces. The same bracing can often be used for both functions.
Pour simplifier,
quelques
membrures et membrures d’âmes ne from wind and seismic
• Ground bracing not shownLes
for
clarity.
ground.
fermes
exigent un contreventement permanentdans TOUS
les plans
suivants:
fied by the building designer.
Pourlesfermesentreposéesplusqu’une
B5.***
directementavectouteslesrangées
Contrainte Latérale de la membrure inférieure.
Review
all de
thela information
provided
intransfère
the JOBSITE
sont pas montrées.
CHANTIER pour assurer la conformité aux recommandations de
Le contreventement
permanent
membrure d’âme
récupère et
les forces PACKAGE
de retenue
1. Le plan de la membrure supérieure
semaine,couvrezlespaquetspour
La contrainte ou le renforcement des membrures d’âme précisé au DAF est requis pour résister au
delacontraintelatéraletemporairedesmembruressupérieures(regardezlatableàlacolonne
• apply diagonal bracing or structural
sheathing immediately.
For spans
N’ENTREPOSEz
de flambement
etto
(ou)
les charges
latérales deswith
forces
du vent etrecommendations.
des forces sismiques. LeProperty
même
ensure
compliance
industry
DO NOTcut,alter,ordrillanystructuralmember
l’industrie.
dégâts
leschargements
blessuresverticaux.
personnelles
sérieuses
2. Le
de la membrure
empêcherl’augmentationd’humiditétout
3) plan
BOTTOM
CHORD —inférieure
suivante).
flambement
sous desLes
forces
axiales matériels,
causées par les
Une contrainte
ou un
passurun
of a trusspeut
unless
specifically
permitted
by the
contreventement
souvent
être serious
utilisé
pourbodily
les
deux
fonctions.
over 60' applying structural3. sheathing
Le plan
de la immediately
membrure
d’âmeis the preferred
enbienventilerlespaquets.
damage,
injury
and/or death are possible
et/ou la
mort peuvent
arriver
en
manipulant
en installant
les
fermes
LA MEMBRURE
INFÉRIEURE
renforcement
supplémentaire
peut être
requis
dans
le plan de la ou
membrure
d’âme pour
transférer
solinégal.
TrussDesignDrawing.
Brace first truss
method. securely
les forces
latérales
causées
par le vent ou les charges
sismiques exercées
when
handling Restraint
and installing
trusses without following the
Référez-vousàlabrochureBCSI***pour
before erection
sans
suivre
les recommandations
présentaient
dansperpendiculairement
le PAQUET DEau
Lateral Restraints
2x4x12'
Individual
Web Member
Permanent
& Bracing
CAUtION
Without-permanent
bracing the truss, or a portion of its members, will buckle Some
(i.e., chord
fail) and web
Àmoinsd’aviscontraireindiquesurleDessind’Atelierde
plan des fermes. Cette contrainte et ce renforcement sont typiquement précisés par le concepteur
of additional
trusses.
desinformationsplusdétailléesrelatives
DO NOTstoreunbracedbundlesupright.
or greater
lapped
overdesign.
two trusses.
La représentation
graphique
àatgauche
l’espacement
centre en
recommendations
presented
in
the
JOBSITE
Retenue EtFerme,necoupezpas,n’altérezpasetnepercezpasde
Contreventement
Permanents
Des Membrures
D’Âme PACKAGE.
IndividuellesThis is
loads
far montre
less
than
members not shown
CHANTIER.
Ceci
est
vrai
particulièrement
en travaillant avec les
du
bâtiment.
Contraintes Latérales - 2x4x12'
àlamanipulationetl’entreposageau
N’ENTREPOSEzpasverticalementles
for clarity.
Diagonal Brace to roof Diaphragm blocking
DO NOTwalkonunbraced
membrurestructuraled’uneferme.
centre maximum
(regardez
à gauche)
de CLTMS
basée
sur les permanent, la ferme, ou une partie de sesPour
Contreventez
la première * MiSE
En xgarDE
un
contreventement
memparticularly true when working with trusses 60’ and greater in length.
(38mm
89mm
x 3 Sans
658mm)
fermes qui font 60'Contreventement
(18 288mm)
ou plus.
chantierdesfermes.
simplifier,
trusses.
paquetsnon-contreventés.
Diagonal au blocage du Diaphragme de toit
Check the TDD to determine which web members (if any)
solidement avant
ou plus
chevauchent
2 fermes.
One restraint required on
flambera
indiquées
portées des ferme
fermes
de la tablebrures,
d’Étape
2 à (c’est-à-dire
la page
2.fera défaut) à des charges grandement inférieures à cellesquelques
membrures
l’érection des fermes
each of these webs. Note:
require restraintTrussesthathavebeenoverloadedduringconstructo resist buckling.
NE marchezpassurdes
dans la conception.
HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
Gable End
et membrures
CLR can
be installed on when
tionoralteredwithouttheTrussManufacturer’spriorapprovalmayrendertheTruss
chords
additionnelles.
Property
damage,
serious
bodily
injury and/or death are
possible
Les dégâts matériels, les blessures
personnelles sérieuses et/ou la mort
fermesquinesontpas
• Pour simplifier,
le contreventementBottom
de sol
n’est pas montré.
Frame
d’âmes ne sont pas
Vérifiez le DCF
pour
déterminer
quelles
membrures
d’âme
LES RECOMMANDATIONS DE LEVAGE POUR LES PAQUETS DE FERMES
either side of Member.
Membrures
Manufacturer’slimitedwarrantynullandvoid.
de manipulées, installées, retenues
équilibrées.
montrées.
trusses
areuneimproperly
handled,
and/or
peuvent arriver quand des fermesFerme
sont
(si applicable)
nécessitent
retenue pour résister
au installed, restrained
inférieures
Une contrainte
est braced.
DON’Toverloadthecrane.
• appliquez immédiatement
le contreventement
diagonal
le Chord Plane
Lesfermesquiontétésurchargéespendantlaconstructionouquiontétéaltéréessans
Roof
1. Permanent
Bracing
for theouTop
Pignon du
nécessitée
sur chaque
flambement.Installation of trusses can be dangerous, particularly long
span
trusses.
et/ou contreventées incorrectement.
être
NEsurchargezpaslacrue.
Diaphragm
l’approbationprécédenteduManufacturierdeFermepeuventrendrelagarantielimitéeduManuBout L’installation des fermes peut
Contreventement
de ces âmes.
Note: CLR
revêtement intermédiaire structurale.
pour les Permanent
portées plus Pour
de 60’Le Plan De Membrure Supérieure
Blocking
Restrain facturierdeFermenuletnonavenu.
andUse
bracethe
with:following checklist when handling and erecting
can be
installed on either
trusses.
dangereuse, en particulier pour les fermes de longue portée. Utilisez
la
NEVERusebandingalonetoliftabundle.
side of Member.
Blocage du
(18 288mm), la méthode préférée
est d’installer immédiatement du
STEPS TO SETTING TRUSSES
A. continuous lateral restraint & diagonal bracing, or
Horizontal LStructural Sheathing on Top Chord Plane
Use plywood, oriented strand board (OSB), or
Donotliftagroupofindividuallybandedbundles.
Diaphragme
liste de vérification suivante Reinforcement
pendant la manipulation et l’érection
des
B. ***
individualr
member web reinforcement.
Revêtement
Intermédiaire
le Plan
de
Diagonal
Braces Structural
every 10sur
truss
spaces
revêtement intermédiaire structural.
the
trusses atfor
the
time
of delivery
and after
installation
wood or metal structural purlins that are properly
LES ÉTAPES À SUIVRE POUR PLACER LES FERMES
N’UTILISEzjamaislesfeuillardsmétalliquestousseulspourleverun
Contact the Inspect
Component
Manufacturer
more
information
or consult
a Registered
de
Toit
Membrure
Supérieure
Renforcement L
(20' max.)
fermes.
Retenue
et contreventement
à l’aide:
Note: Top Chord
braced. Attach to each truss.
paquet.Nelevezpasungroupedepaquetsattachésindividuellement.
Design
Professional
for
assistance.
for:
Horizontal
Des Contreventements Diagonaux chaque 10
1)Installgroundbracing.
sheathing not shown
A. d’une retenue latérale continue et d’un contreventement
Utilisez du10'-15'
contreplaqué,
des panneaux OSB ou
fermes espacées 6 096mm max.
***
max.
Inspecter les fermes au moment de la livraison et après l’installation
Asingleliftpointmaybeusedforbundleswithtrussesupto45’.Twoliftpointsmaybeusedfor
Set first truss andERECTIOn/InSTALLATIOn
attach securely to ground bracing.
Contactez
le(1)
Fabricant
de Fermes
pour
d’informations
ou consultez un Concepteur for clarity. r
diagonal;
ou
CHECk THESE ITEMS BEFORE 2)STARTIng
AnD CORRECT AS nEEDED
Conformance
with
theplus
truss
design drawings
des pannes
structurales
de bois
(3 048mm
à 4 572mm
max.)ou de métal corNotez: Pour simplifier, le revêtement intermédiaire de
bundleswithtrussesupto60’.Useatleast3liftpointsforbundleswithtrussesgreaterthan60’.
3)Setnext4trusseswithshortmembertemporarylateralrestraint(seeadjacent).
B. d’un
renforcement Enregistré
des membrures
individuelles.
Professionnel
pourd’âme
de l’assistance.
pour:
rectement contreventés.
Fixez à chaque
ferme.
Bottom Chord Lateral Restraint
Membrure Supérieure n’est
pas montré.
VÉRIFIEZ CES CHOSES AVAnT DE4)Installtopchorddiagonalbracing(seeadjacent).
COMMEnCER L’ÉRECTIOn/L’InSTALLATIOn ET FAÎTES DES CORRECTIOnS
COMME
nÉCESSAIRE
(2)Dislodged/missing connector plates
Unseulpointd’attachepeutêtreutilisépourlespaquetsavecdesfermesjusqu’à45’(13716mm).
Contrainte Latérale de la
RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
Toviewanon-printingPDFofthisdocument,visitwww.sbcindustry.com/frb1.
Deuxpointsd’attachespeuventêtreutilisépourlespaquetsavecdesfermesjusqu’à60’(18288mm).
5) Install web member plane diagonal bracing to stabilize the first five trusses (see adjacent).
(3)Cracked,
dislodged
broken members
(1)La conformation avec les dessins d’atelier des
fermes
A. Continuous Lateral
Restraint
(CLR) &orDiagonal
Bracing
Membrure
Inférieure
TheLA
Truss
Design Drawing
provides inforCONTRAINTE
& LE(TDD)
CONTREVENTEMENT
POUR LES FERMES À MEMBRURES
Utilisezaumoinsde3pointsd’attachespourlespaquetsavecdesfermespluslonguesque60’(18288mm).
PourregarderunPDFnon-imprimabledecedocument,visitezwww.sbcindustry.com/frb1.
Building dimensions match the construction
documents.
Trusses are the correct
dimension.
Retenue Latérale
Continue
(RLC) Et that
Contreventement
Diagonal
6)Installbottomchordtemporarylateralrestraintanddiagonalbracing(seeadjacent).
PARALLÈLES
3x2 (64MM
38MM)
4x2 (89MM x 38MM).
(4)Any
other damage
may impair the
structural
(2)Des feuillards métalliques
déplacés
manquants
mation
on the assumed
supportxfor
the topET
chord.
Gable end/wall
permanentou
Diagonal
Bracing. Locate in line with Bottom
WARNING!Donotoverloadsupportingstructurewithtrussbundle.
7)Repeatprocessongroupsoffourtrussesuntilalltrussesareset.
Les dimensions du bâtiment égalent
celles dans les documents de construction.
Repeat Diagonal Bracing
Les fermes sont lesLe
dimensions
correctes.
Chord permanent CLR or as specified by the Building Designer.
NOTE:Themethods,proceduresandrecommendationssetforthhereindocumentareintendedtoensurethattrussesandcomponentsare
Diagonal Bracing
dessin de conception de ferme
(DCF)
of shown
the trusses
(3)Des membrures fêlées,
déplacées ou manquantes
Attach
each row of CLR atintegrity
the locations
on the TDD.
10' or
15'* fournit
every 15 truss spaces (30')
AVERTISSEMENT!Nesurchargezpaslastructuresupportanteavecunpaquetdefermes.
handled,erectedandbracedSAFELY.Theserecommendationsarebaseduponthecollectiveexperienceofpersonnelinvolvedwithtrussand
Le Contreventement Diagonal permanent du pignon du bout/mur.
Contreventement Diagonal
1)Installezlecontreventementdesol.
(3at
048mm
des renseignements
sur leand
support
prévu
pour la
Tops
of bearing
supports
are flat,
level
the ou
correct
component
and installation,
and are
as a GUIDE for use by qualified Building Designers and Contractors.
Répétez le Contreventement
Referto
Bearing supports (e.g., walls, columns,
headers, beams, etc.) are accurately
Placez
en ligne avec diminuer
la CLC permanente
de la Membrure
Inférieure ou
Fixez
la RLCdesign,
aux manufacture
emplacements
indiqués
surpresented
le DCF.onlyDesigner’s
(4) Tous autres dégâts qui
peuvent
l’intégrité
structurale
These recommendations
are neither
intended
to supersede the Building
design specifications
nor repairs
do they preclude
the needed.
use of other
4 572mm*)
2)Placezlapremièrefermeetattachez-lasolidementaucontreventementdesol.
Notify
your
component
manufacturer
if truss
are
Placebundlesinstableposition.
Diagonal par groupe de 15
BCSI-B7Summary
membrure
supérieure.
comme est spécifié par le Concepteur du Bâtiment.
elevation.
equivalentmethods.WTCAandTPIexpresslydisclaimanyresponsibilityfordamagesarisingfromtheuse,application,orrelianceonthe
and securely in
des fermes
fermes espacées 9 144mm
Mettezlespaquetsenpositionsolide.
Sheet***formoreinfor3)Placezlesquatrefermessuivantesaveclacontraintelatéraletemporairedelamembrure
recommendationsandinformationcontainedherein.
damage to the45°
trusses
is discovered
Install
the diagonalAfter
bracinginstallation,
at an angle of if
less-than-or-equal-to
to the CLR
and position sothat
that could Some truss designers provide general design tables and details to assist the building designer in
Les
d’appui sont plats et
courte(regardezadjacent).
sommets
des supportsmation.
NOTEZ:Lesméthodesetlesprocéduresquisontdétailléesci-inclusdanscedocumentsontcenséesd’assurerquetouteslesfermesetles
it crosses
the web weaken
in close proximity
the CLR. Attachbrace
the diagonal
brace as the
closetrusses
to the top to
andprevent determiningAvertir
INSTALLATION OF SINGLE TRUSSES BY HAND
them,totemporarily
or support
votre
fabricant
delateral
fermes
sidue
des
des forces
fermes
the bracing
required
to transfer
loads
to réparations
wind and/or seismic
fromsont
the
composantesstructuralessontmanipulées,érigéesetcontreventéesSANSDANGER.Cesrecommandationssontbaséessurl’expérience
à l’élévation correcte. 4)Installezlecontreventementdiagonaldelamembruresupérieure(regardezadjacent).
bottom
chords as possible and to each web it crosses. Repeat every 20’ (6.1 m) or less.
Pourplusd’informations,
collectivedupersonnelquiparticipeaudessindesfermesetdescomposantes,àlafabricationetàl’installation.Cependant,ces
L’INSTALLATION DES FERMES INDIVIDUELLES À LA MAIN
into the roof Si,
and/or
ceiling
diaphragm. des dégâts qui peuvent affaiblir les
further
and
make
suredesthe
areaduremains
clear
plumbing, gable end frame
nécessaires.
après
l’installation,
5)Installezlecontreventementdiagonalduplandelamembrurediagonalepourstabiliserles
recommandations sont
présentéesdamage
seulement comme
un GUIDE
pour l’usage
Concepteurs
Bâtiment qualifiés
ou desof
Entrepreneurs
référez-vousauBCSIInstallez
le
contreventement
diagonal
à
un
angle
de
45º
ou
moins
par
rapport
à
la
RLC
et
le
Jobsite
is
clean
and
neat,
and
free
of
obstructions.
concepteurs
de fermes
fournissent
des tableaux de
conception généraux
dessupportez
détails
qualifiés. L’intention n’est pas que ces recommandations remplacent les spécifications de dessin du Concepteur du Bâtiment, ni qu’elles
premièrescinqfermes(regardezadjacent).
B7.***
electrical,
runs,
untillethe
field repairs
have been Certains
fermes sont
trouvés,
les contreventez
temporairement
ouetles
positionner
de sorte
qu’il traversemechanical
l’âme à proximité
de laetc.,
RLC. Fixez
contreventement
diagonal
n’empêchentl’usaged’autresméthodeséquivalentes.WTCAetTPInientexpressémentn’importequelleresponsabilitépourlesdégâtsqui
Trusses30'orless,
pour assister le concepteur du bâtiment à déterminer le contreventement requis pour transférer les
Le chantier est propre, organisé et sans obstructions.
6)Installezlacontraintelatéraletemporairedelamembrureinférieureetlecontreventement
Trusses20'or
résultentdel’usage,del’application,oudeladépendancesurlesrecommandationsetlesinformationssiinclus.
aussi
près que possible
des membrures
supérieures et inférieures et de chaque âme
qu’il croise.
supportatquarter
properly
completed.
pour causées
éviter des
dégâts
le champ
reste
Apply Diagonal Brace to vertical webs at end of
charges latérales
par les
forces à
dunouveau
vent et (ou)et
lespour
forcesassurer
sismiquesque
provenant
de la ferme
diagonal(regardezadjacent).
less,supportat
Répétez à tous les 6 m (20 pi) ou moins.
cantilever and at bearing locations.
points.
.
du pignon jusqu’au
diaphragmede
de la
toit plomberie,
et (ou) de plafond
sans obstacles
électrique
ou mécanique, etc., jusqu’à
7)Répétezlaprocédureengroupesdequatrefermesjusqu’àcequetouteslesfermessont
peak.
Ground bracing procedure
for first
truss is based
onauxsite All Lateral Restraints
Appliquez
un Contreventement
Diagonal
DO NOT cut, drill, relocate, add or remove any truss member or
Lesfermesde30’
installées.
membrures verticales à l’extrémité du porte-àce que les réparations au chantier aient achevé correctement.
Lesfermesde20’
lapped at least two trusses.
and building configuration.
metal connector plate until you have received
instructions from your
(9144mm)oumoins,
faux et aux appuis.
TRUSS PLATE INSTITUTE
(6096mm)ou
supportezauxquarts
La procédure du contreventement de sol pour la premièreToutes les Contraintes Latérales chevauchent au moins 2 fermes.
Trusses up to 30'
Trusses up to 20'
6300EnterpriseLane•Madison,WI53719
218NorthLeeStreet,Suite312•Alexandria,VA22314
truss manufacturer.
NE PAS couper, percer, déplacer, ajouter ou enlever aucune
*Top chord Temporary Lateral Restraint spacing shall be 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords.
moins,supportezRefertoBCSI-B2SummarySheet***formoreinformation.
Les fermes jusqu’à
Les fermes jusqu’à
delalongueur.
608/274-4849•www.sbcindustry.com
703/683-1010•www.tpinst.org
ferme est basée sur les
configurations
du bâtiment
et dudes membrures supérieures doit être 10' (3 048mm) c/c max.
*L’espacement
de la Contrainte
Latérale Temporaire
lesparlefaîte.
membrure de ferme ou aucun feuillard métallique jusqu’à vous aurez
9 144mm
6 096mm
Pourplusd’informations,référez-vousauBCSI-B2.***
r Protect trusses from weather, corrosion, lateral bending,
damage
pour
les membrures 3x2 (64mm x 38mm) et 15' (4 572mm) c/c pour les membrures 4x2 (89mm x 38mm).
Interior
FRB1WARN11x17 080728
chantier.

Bottom
Chord
Plane
Plan de
membrure
inférieure
Permanent Restraint/Bracing for the Top Chord in a Piggyback Assembly
Retenue Et Contreventement Permanents Pour La Membrure Supérieure Dans Un
Assemblage De Fermes Chapeaux
Repeat diagonal bracing (red) at 10’
intervals, or as specified.
Répétez le contreventement diagonal
 Provide restraint and bracing by:
• using rows of minimum 4x2 stress-graded
(rouge) aux intervalles de 10 pi (3 m),
lumber CLR and diagonal bracing, or
ou comme spécifié.
• connecting the CLR into the roof
diaphragm,or
• adding structural sheathing or bracing
frames, or
• some other equivalent means.
Installez la retenue et le contreventement en :
• utilisant des rangées de RLC et un contreventement diagonal de bois classé par
résistance mécanique d’au moins 4x2; ou
• fixant la RLC au diaphragme du toit; ou
• ajoutant un revêtement structural ou des
≤45˚ typ.
fermes de contreventement; ou
• utilisant un autre moyen équivalent.
CLR (green) at
≤ the spacing
specified on the
truss design
drawing
CLC (vert)
espacée comme
spécifié dans le
dessin d’atelier
de ferme
 Refer to the TDD for the maximum assumed spacing between rows of lateral restraint (e.g. purlins)
attached to the top chord of the supporting truss.
Reportez-vous au DAF pour connaître
l’espacement maximal supposé entre les rangées
de contrainte latérale (par ex., les pannes) fixées
à la membrure supérieure de la ferme de support.
Cap Trusses
Fermes Chapeaux
 The TDD provides the assumed thickness of the
restraint and minimum connection requirements
between the cap and the supporting truss or restraint.
Le DCF fournit l’épaisseur prévue de la retenue et
les exigences minimales de raccordement entre la
ferme chapeau et la ferme portante ou la retenue.
 If diagonal bracing is used to restrain the CLR(s),
repeat at 10’ (3 m) intervals, or as specified in
the construction documents.
Si un contreventement diagonal est utilisé pour
retenir la (les) RLC, répétez à des intervalles
de 3 m (10 pi) ou comme le précisent les
documents de construction.
CLR required only
if Bracing Frame or
Structural Sheathing is
installed intermittently
Des CLC sont requis
justement si le Cadre
de Contreventement
ou le Revêtement Intermédiaire Structural est
installé par intervalles
Bracing Frame or
Structural Sheathing
Le Cadre de
Contreventement ou
le Revêtement Intermédiaire Structural
Supporting
Trusses
Fermes
Soutenues
To view a non-printing PDF of this document, visit sbcindustry.com/b3c.
Pour consulter un format PDF nonimprimable de ce document, visitez sbcindustry.com/b3c.
truss Plate Institute of Canada
c/o MiTek Canada
100 Industrial Rd • Bradford, ON L3Z 3G7
905-952-2900 • tpic.ca
truss Plate Institute
218 N. Lee St., Ste. 312
703-683-1010 • tpinst.org
Ce document résume les renseignements fournis dans l’article B3C de l’édition2014 de Building Component Safety Information BCSI CANADA – Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Droit d’auteur © 2014
Structural Building Components Association, Truss Plate Institute et Truss Plate Institute of Canada. Tous droits réservés.Ce guide et toute partie de ce dernier ne peuvent pas être reproduits sous aucune forme sans la permission écrite des éditeurs. Imprimé aux États-Unis d’Amérique.
CANADAJobsite-D
Jobsite Package in English/French
This document summarizes the information provided in Section B3C of the 2014 Edition of Building Component Safety Information BCSI CANADA - Guide to Good Practice for Handling, Installing, Restraining & Bracing of Metal Plate Connected Wood Trusses. Copyright © 2014 Structural
Building Components Association, Truss Plate Institute and Truss Plate Institute of Canada. All Rights Reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. Printed in the United States of America.
4.25
4.10
ThisdocumentsummarizestheinformationprovidedinSectionB1ofthe2006EditionofBuildingComponentSafetyInformationBCSI—GuidetoGoodPracticeforHandling,Installing,Restraining&BracingofMetalPlateConnectedWoodTrusses.Copyright©2004-2007WTCA—Representingthe
StructuralBuildingComponentsIndustryandTrussPlateInstitute.AllRightsReserved.Thisguideoranypartthereofmaynotbereproducedinanyformwithoutthewrittenpermissionofthepublishers.PrintedintheUnitedStatesofAmerica.
Cedocumentrésumelesinformationsafournidansl’articleB1del’Édition2006deBuildingComponentSafetyInformationBCSI—GuidetoGoodPracticeforHandling,Installing,Restraining&BracingofMetalPlateConnectedWoodTrusses.Copyright©2004-2007WTCA—RepresentingtheStructural
BuildingComponentsIndustryetTrussPlateInstitute.TouslesDroitsRéservés.Ceguideoun’importequellepartiedeluinepourraitpasêtrereproduitenn’importequelleformesanspermissionécritedeséditeurs.ImpriméauxEtats-Unisd’Amérique.
1000-1999
2000+
B3CPERM151111
RETENUE ET CONTREVENTEMENT PERMANENTS DES MEMBRURES ET DES MEMBRURES D’ÂME
Les portées de 18,3 m (60 pi) et plus peuvent exiger un contreventement permanent complexe. Veuillez toujours consulter un ingénieur professionnel.
AVERTISSEMENT!
L’intérieur
and deterioration when stored at the jobsite. When trusses are stored
at the site, use blocking, stringers, pallets, platforms or other means
of support to keep the trusses off of the ground or in a braced upright
un
Concepteur Professionnel Enregistré.
position to avoid damage.
GUIDE POUR LA MANIPULATION, L’INSTALLATION,
LA CONTRAINTE ET LE CONTREVENTEMENT DES FERMES
Les portées plus longues que 60’ (18 288mm) peuvent exiger un contreventementground
permanent
bracing, use complexe. Veuillez toujours consulter
Si le niveau du sol
est trop loin de la
ferme pour utiliser le
contreventement de
sol extérieur, utilisez le
contreventement de
sol intérieur.
Exterior
L’extérieur
FRB2Temp 080722
r
Carefully review the truss design drawings, the truss placement
diagram (if/when provided by contract) and all JOBSITE PACKAGE
documents prior to handling and installing trusses.
r
Examine the building, the building’s structural framing system,
bearing locations and related installation conditions. Begin
installing trusses only after any unsatisfactory conditions have
been corrected.
reçu des instructions de votre fabricant de fermes.
r
Protéger les fermes du temps, de la corrosion, du courbement
latéral, des dégâts et de la détérioration pendant l’entreposage au
chantier. Quand les fermes sont entreposées au chantier,il faut utiliser
du blocage, des blocs de bois, des palettes, des plates-formes ou
quelque autre moyen de support pour tenir les fermes du sol ou en
position verticale et contreventée pour éviter les dégâts.
r
Étudier avec soin les dessins d’atelier des fermes, le diagramme
de placements des fermes (si ou quand il est fourni par le contrat) et
tous les documents du PAQUET DE CHANTIER avant de manipuler
et d’installer les fermes.
r
Inspecter le bâtiment, son système de charpente structurale,
Copyright © 2008 WTCA – Representing the Structural Building Components Industry All Rights Reserved. FRTTBHIBCHECK-080716
BCSI-B2
J
O
B
S
I
T
E
P
A
C
K
A
G
E
S
floortrussJOBSITE-D
Floor Truss Jobsite Package
The Floor Truss Jobsite Package lets component manufacturers provide their
customers with important installation and safety information with every jobsite
delivery. This economical, pre-assembled package consists of three key SBCA
products in a zippered plastic bag
quantity
(10"x14"). Each package contains
a cover sheet, TTBHIBCHECK, B7
50-99
$2.60
$4.40
on handling, installing and bracing
100-499
2.50
4.25
3x2 and 4x2 parallel chord trusses
500-999
2.40
4.10
3
(11"x17" size), and B11 – Fall
1000-1999
2.30
3.90
Proctection & Trusses.
2000+
2.20
3.75
Longspanjobsite-d
Long Span Jobsite Package
The Long Span JOBSITE PACKAGE is a critical tool in helping component
manufacturers to effectively fulfill their duty to educate and warn customers
who will be installing long span trusses (which are 60' or more in length).
Installing such trusses can be dangerous, and those involved need to be
aware of the extra care required.
quantity
In addition to the contents of
the JOBSITE PACKAGE, the
25-99
$6.30
$10.70
Long Span JOBSITE PACKAGE
100-499
6.00
10.20
also includes TTB Long Span
500-999
5.70
9.75
6
Truss Installation and B10. All
1000-1999
5.45
9.27
documents include English and
2000+
5.30
9.00
Spanish text.
WallPanelJobsite-D
Wall Panel Jobsite Package
The Wall Panel JOBSITE PACKAGE allows component manufacturers to provide
their customers with important installation and safety information with every
jobsite delivery. This economical, pre-assembled package consists of a cover
sheet, CTB – Wall Panel and
quantity
Hoisting Strap Inspection and Use
Requirements, TTB – Building with
50-99
$3.50
$5.95
Wall Panels, Guide for Handling,
100-499
3.40
5.78
Installing & Temporary Bracing of
500-999
3.25
5.53
3
Wall Panels (11"x17" size), and B11
1000-1999
3.10
5.27
– Fall Protection & Trusses.
2000+
3.00
5.10
2016
11
T
T
B
CTBWALLSTRAP-D
TTBdrawing-d
Wall Panel and Hoisting Strap Inspection and Use Requirements How to Read a Truss Design Drawing
This document provides important inspection and
hoisting guidelines for lifting with these straps and
is intended as a supplement to the information
found in the SBCA document WallPanel11x17-P,
Guide for Handling, Installing & Temporary Bracing
of Wall Panels.
IN BUILDING
IMPORTANT SAFETY INFORMATION
Wall Panel and Hoisting Strap Inspection and Use Requirements
Warning! Failure to follow these hoisting strap inspection and use guidelines while handling and hoisting wall panels at a
jobsite could greatly increase the probability of property damage, personal injury and/or death.
¡AdvertenciA! El incumplimiento de seguir estas pautas del uso y de la inspección de correas de levantamiento durante
el manejo y levantamiento de paneles de pared en la obra puede aumentar mucho la probabilidad de daño a la propiedad,
herida personal y/o la muerte.
T
R
U
S
S
T
E
C
H
N
O
L
O
G
Y
SieMPre inSPecciOne LAS cOrreAS de
LevAntAMientO Y LOS PAneLeS de PAred
AnteS deL USO
Strongback
(lifting beam)
≤60˚
Inspeccione las correas de levantamiento y
OR
nO utilice las correas si descubre alguna de
las siguientes cosas:
– Hilos rotos o desgastados en las pautas de
puntada.
– El daño visible o fallo del accesorio de las
correas de levantamiento al panel de pared.
– Cualquier otro daño que causa que duda
la fuerza de las correas de levantamiento.
AlWAYS INSPEcT HOISTINg STRAPS ANd WAll
PANElS bEFORE USE
Inspect the hoisting straps and dO NOT use straps if any

of the following are discovered:
– Broken or worn threads in the stitch patterns.
– Visible damage or failure of the attachment of the
hoisting straps to the wall panel.
– Any other damage that causes doubt as to the strength
of the hoisting straps.
Inspect the wall panels at the time of delivery and after

installation for:
– Conformance with the Wall Panel Drawings and
Placement Diagram.
– Broken, dislodged or damaged members, such as
studs, plates, sheathing, etc.
Inspeccione los paneles de pared en aquel momento de

entrega y después de la instalación para:
– La conformación con los Dibujos y el Diagrama de
Instalación de los paneles de pared.
(2 pages)
lots of 50
– Miembros rotos, sacados o dañados, tales como
montantes, chapas, recubrimiento intermedio, etc.
– Cualquier otro daño que afecte la integridad estructural
de los paneles de pared.
Notifique a su fabricante de paneles de pared

inmediatamente si modificaciones son requeridas.
member
non-member
shipping
units x qty.
Revise con cuidado los Dibujos y el Diagrama de

Instalación de los Paneles de Pared y todos los
PAQUETES DE OBRA antes de almacenar, manejar y
instalar los paneles de pared.
1-9
10-19
20-99
100+
– Any other damage that impairs the structural integrity
of the wall panels
Notify your wall panel

manufacturer immediately if
modifications are required.
Carefully review the Wall Panel

Drawings and Placement
Diagram and all JOBSITE
PACKAGE™ documents
prior to storing, handling and
installing wall panels.
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
10
(4 pages)
lots of 50
1-9
10-19
20-99
100+
CTBDRYWALL-D
Drywall Cracking & Crowning (DCC) Issues
Drywall cracking and crowning (i.e., ridging)
occurs mainly in dry regions of the country that
occasionally experience periods of high humidity.
This document explains the mechanism by which
DCC occurs, how seasonal lumber movement is
not the culprit, and how correct gypsum board
installation practices prevent the problem.
IN BUILDING
Drywall Cracking and Crowning (DCC) Problems
in Arid Environments
Cracks in drywall can occur for a variety of reasons including ground settlement, building movement, outof-level bearing conditions, deflection of supporting members and partition separation (refer to the TTB
Partition Separation for more information on this). One particular type of drywall cracking and crowning (DCC)
occurs when gypsum board is forced together and pulled apart during alternating periods of humid and dry
conditions.1 Seasonal extremes in humidity occur primarily in the arid states of Arizona, Nevada, Colorado,
Texas and California. These areas have reported higher incidences of DCC in finished structures. Similar
cases of DCC have also been reported in the arid regions of Australia and New Zealand.
Based on research SBCA has performed, we have observed:
Lumber and drywall expand and contract with changes in humidity. However, calculations show lumber
shrinkage/expansion caused by seasonal changes in humidity is tiny and insufficient to cause DCC in
standard construction. For example, in Las Vegas the equilibrium moisture content (EMC) of wood varies
from 8.5% in January to 4.0% in June.2 Under these conditions, the amount of shrinkage between two
wood fasteners spaced 12 inches apart would be 0.00325 inches, the thickness of a piece of paper.3
Drywall crowning
at the ceiling
Drywall cracking
at the ceiling
(2 pages)
lots of 50
Lumber moisture content in finished structures is roughly 8% in arid parts of the country compared to
12% in the rest of the country.
A good construction practice is to allow framing to reach an EMC of 19% or less before finishing the
interior. Use a moisture meter to measure EMC if necessary.
The occurrence of DCC is unpredictable in nature, but the following recommendations will help avoid it.
TTBDrywall 120104
2012 CTB Drywall.indd 1
member
non-member
1-9
10-19
20-99
100+
DCC rarely exists in commercial projects that have a design professional involved, regardless of the
structural framing – wood, steel or concrete.
Copyright © 2012 SBCA – Structural Building Components Association. All rights Reserved.
1/24/2012 10:04:53 AM
$14.00
13.50
13.00
12.00
shipping
units x qty.
$35.00
33.75
32.50
30.00
Approved February 2008
ANSI/TPI 1 National Design Standard for Metal
Plate Connected Wood Truss Construction is the
industry’s consensus standard and is referenced by
the IBC and IRC. The following text is a compilation
of the requirements provided in ANSI/TPI 1-2007,
Chapter 2, with permission from the publisher,
the Truss Plate Institute (TPI), www.tpinst.org.
The requirements are specifically categorized into
two distinct areas – when the legal requirements
mandate a Registered Design Professional (RDP)
is used and when they do not. Terms that are
capitalized are in ANSI/TPI 1 and in BCSI, Guide to
Good Practice for Handling, Installing, Restraining &
Bracing of Metal Plate Connected Wood Trusses.
10
This document is a valuable marketing tool that
shows customers the variety of possible truss
configurations and educates them on correct
terminology. It points out important truss elements,
explains different types of trusses and provides
graphics and names of 23 widely used truss profiles.
1-9
10-19
20-99
100+
This 19"x25.5" poster shows 23
widely-used truss configurations
along with key truss elements and terminology. A must-have for your sales department.
lots of 10
GENERAL PURPOSES
2.0
2.1
REQUIREMENTS OF THE OWNER
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
member
price each
non-member
price each
$16.00
14.50
13.00
$40.00
36.25
32.50
24
Building Permit. Where required by Legal Requirements, including the Building Code, the Owner shall
obtain a Building Permit.
If special inspections or structural observations
related to Trusses are required as part of the Construction Documents and/or permitting process, these
requirements shall be communicated in writing to the
Contractor or Truss Manufacturer as appropriate.
Engagement with the RDP/Building Designer.
The Owner shall engage a RDP/Building Designer to
prepare the Construction Documents.
In the absence of a mandate to use an independent
RDP/Building Designer, the Owner shall assume the
role of Building Designer.
Engagement with the Contractor. The Owner shall
engage a Contractor to store, handle and install the
Trusses for the Building, in compliance with any and
all Legal Requirements.
Review and Coordinate Submittal Packages. The
Owner or Owner’s representative shall be responsible
for ensuring that the requirements of Section 5.2 are
accomplished.
2.5.2
2.6
Long Span Truss Requirements.
Restraint/Bracing Design. In all cases where a Truss
clear span is 60 ft. (18 m) or greater, the Owner shall
contract with any RDP for the design of the Temporary
Installation Restraint/Bracing and the Permanent Individual Truss Member Restraint and Diagonal Bracing.
Special Inspection. In all cases where a Truss clear
span is 60 ft. (18 m) or greater, the Owner shall
contract with any RDP to provide special inspections
to assure that the Temporary Installation Restraint/
Bracing and the Permanent Individual Truss Member
Restraint and Diagonal Bracing are installed properly.
Responsibility Exemptions. The Owner is responsible for items listed in Section 2.0, and is not
responsible for the requirements of other parties
specified outside of Section 2.0.
3.0
REQUIREMENTS OF THE RDP/
BUILDING DESIGNER
3.1
Construction Documents. The Construction Documents shall be prepared by a RDP/Building Designer
and shall be of sufficient clarity to indicate the location, nature and extent of the work proposed, and
show in detail that such documents conform to the
Legal Requirements, including the Building Code.
Deferred Submittals. The RDP/Building Designer
shall list the Deferred Submittals on the Construction
Documents. The RDP/Building Designer shall review
Deferred Submittals in accordance with Section 3.3.
Review Submittal Packages. The RDP/Building
Designer shall review the Truss Submittal Package
for compatibility with the Building design. All such
submittals shall include a notation indicating that they
have been reviewed and whether or not they have
been found to be in general conformance with the
design of the Building for final approval prior to truss
fabrication.
Required Information in the Construction
Documents. The RDP/Building Designer, through the
Construction Documents, shall provide information
sufficiently accurate and reliable to be used for facilitating the supply of the Structural Elements and other
information for developing the design of the Trusses
for the Building, and shall provide the following:
(a) All Truss and Structural Element orientations
and locations.
(b) Information to fully determine all Truss profiles.
(c) All Structural Element and Truss support
3.2
3.3
3.4
Copyright © 2002-2011 TTBDRESP-D 110412
(4 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$17.00
16.00
15.00
14.00
$42.50
40.00
37.50
35.00
shipping
units x qty.
24
TTBFloor-D
Floor Truss Fact Sheet
Truss Technology
panel length
rise
butt
cut
peak
12
continuous lateral
restraint
web
heel
bearing
heel
height
overall
height
wedge
panel splice
point
bottom chord
cantilever
span (out-to-out of bearings)
overhang
Spread the news about the advantages of floor
trusses! This document features several color
photos and includes some common installation
details and a time/material comparison between
floor truss and stick frame construction.
top chord
truss plate
truSS configurationS
The only limitation is your imagination!
$42.50
40.00
37.50
35.00
10
IN BUILDING
The following examples represent only a small sampling of the many truss configurations being designed and built today.
2.4
The purpose of ANSI/TPI 1, Chapter 2, is to define
and draw attention to the responsibilities of the
Owner, Registered Design Professional for the Building or Building Designer, Contractor, Truss Design
Engineer or Truss Designer, and Truss Manufacturer,
with respect to the application of Trusses in the
construction of a Building.
2.5
2.5.1
shipping
units x qty.
conf-p
Truss Configurations Poster
bottom chord length
Standard roof truSS configurationS
SciSSorS
PolyneSian
vaulted Parallel chord
shipping
units x qty.
clereStory
cantilevered ManSard w/ ParaPetS
(4 pages)
lots of 50
Mono
half SciSSorS
member
non-member
shipping
units x qty.
gaMBrel
vault
1-9
10-19
20-99
100+
half hiP
hiP
rooM-in-attic
1-10
11-25
26+
1.0
2.3
member
non-member
$17.00
16.00
15.00
14.00
shipping
units x qty.
The 2008 version contains the latest language
from Chapter 2 of ANSI/TPI 1-2007, the National
Design Standard for Metal Plate Connected Wood
Truss Construction. ANSI/TPI 1 is the industry’s
consensus standard and is referenced by the IBC
and IRC. It is intended as a comprehensive and
thorough approach to the clarification of design
responsibilities when metal plate connected wood
trusses are incorporated into a building or structure.
The requirements are specifically categorized into
two distinct areas – when the legal requirements
mandate a Registered Design Professional is used
and when they do not. This document is part of the
Truss Technology in Building series.
Standard Responsibilities in the Design and Application
of Metal Plate Connected Wood Trusses
PREAMBLE
2.2
(2 pages)
lots of 50
member
non-member
TTBDRESP-D
Standard Responsibilities in the Design and Application of
Metal Plate Connected Wood Trusses
TTBconf-D
Truss Configurations
I
N
B
U
I
L
D
I
N
G
This bilingual (English/Spanish) document depicts
a generic truss design drawing with color-coded
explanations for different information sections.
Truss design drawings have long been a source of
confusion for contractors, design professionals and
building inspectors alike. Use this valuable tool to
educate your market and increase understanding
of truss design drawings. The last page lists tips to
avoid installation errors for crews.
Parallel chord
chase
flat vault
4x2 floor truSS with chaSe
130
dual Pitch
SloPing flat
BowString
Studio vault
2x4 floor or roof truSS
(can Be deSigned with a chaSe aS well)
tray or coffer
douBle cantilever
Barrel vault
tri-Bearing
$17.00
16.00
15.00
14.00
$42.50
40.00
37.50
35.00
24
truss technology in Building
douBle inverted
An informational series designed to address
the issues and questions faced by professionals
in the building construction process.
608/274-4849 • 608/274-3329 fax
www.sbcindustry.com • [email protected]
Multi-Piece / PiggyBack
Copyright © 2002-2009 Structural Building Components Association. All Rights Reserved.
Reproduction of this document, in any form, is prohibited without written permission from SBCA.
This document should appear in more than one color.
CONF-P-20090422
TTBcrane-d
Crane Use & Proper Truss Handling
TTBGABLE-d
Gable End Frame Permanent Bracing
(4 pages)
lots of 50
member
non-member
shipping
units x qty.

Most manufactured gable end frames contain only flat vertical “studs”(as opposed to the typical
Gable End Frame
triangulated web members) and are designed to transfer only vertical roof loads (i.e., gravity and/or uplift)
Armazón hastial
directly into a continuous structural bearing below. Web member reinforcement, as shown on the Truss
Design Drawing (TDD) for the gable end frame, is required to prevent column buckling of the web
members due to the vertical loads applied to them.
Continuous structural bearing - Pared continua de cojinete
La mayoría de armazones hastiales fabricados contienen solamente “montantes” planos y
verticales (a diferencia de los miembros secundarios triangulados típicos) y son diseñados
para transferir solamente cargas de techo verticales (ej: gravedad y/o levantamiento) directamente a un soporte continuo debajo.
Refuerzo de miembros secundarios, como mostrado en el Dibujo del Diseño del Truss (TDD) para el armazone hastiale, es requerido para prevenir que las columnas de los miembros secundarios fallen debido a las cargas verticales aplicadas a los trusses.
 In service, gable end frames often experience lateral loads applied parallel and perpendicular to their planes
IN
D
from wind and/or seismic events. Gable end frames rely on properly designed and installed structural sheathing, bracing, and connections to the bearing wall, roof and ceiling diaphragms to adequately transfer these
lateral loads.
En servicio, armazones hastiales a menudo llevan cargas laterales aplicadas paraleles y perpendiculares a sus planos en casos sísmicos y/o de viento. Los armazones hastiales dependen en el
entablado estructural, arriostre y conexiones diseñados e instalados apropiadamente a la pared
soportante, y diafragmas de techo para transferir las cargas laterales adecuadamente.
Design Considerations – Consideraciones de Diseno
 The goal is to
transfer the lateral
loads applied to the
gable end frame
safely into the wall
and/or roof and
ceiling diaphragm(s).
La meta es
de transferir
seguramente las
cargas laterales
aplicadas al
armazón hastial a la
pared y/o diafragmas
de techo.
Lateral Force Transfer to Roof and Ceiling Diaphragms
Gable End Frame
Armazón Hastial
Roof Diaphragm
Diafragma de Techo
12
2016
$17.00
16.00
15.00
14.00
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40.00
37.50
35.00
24
Inadequate
design and/or
construction
can lead to
several modes
of failure.
Sistemas
diseñados
inadecuados
pueden fracasar en
varias formas.

Examples of Gable End Frame Permanent Bracing to resist
Lateral Loads.
Ejemplos de Arriostre Permanente de
Diagonal bracing and blocking by
Building Designer
Armazón Hastial para resistir cargas
Arriostre diagonal y bloqueando por
laterales.
el Diseñador del Edificio
Gable End Frame
by Truss Designer
Armazón hastial por
el Diseñador del Truss
Ceiling Diaphragm
Diafragma de Techo
Structural Sheathing
Entablado Estructural
End wall – Pared de Extremo
Ceiling diaphragm
Diafragma de techo
Blocking by Building Designer
Bloqueando por el Diseñador del Edificio
Excessive bow
in Gable End
Frame
Doblado
Excesivo en
el Armazón
Hastial
Ceiling and finish cracking and related serviceability issues
(i.e., construction defects)
Agrietando de Techo y Acabado y Problemas Relacionados
de Servicio (ejemplo: Defectos de Construcción)
Gable End Frame
by Truss Designer
Armazón hastial
por el Diseñador del Truss
Gable End Frame-to-wall
connection by Building Designer
Conexión de Armazón a paredpor
el Diseñador del Edificio
Connection failure between top of end wall and bottom of Gable End Frame
Fallo de conexión entre la pared y el armazón hastial.
Copyright © 2012 SBCA – Structural Building Components Association. All Rights Reserved.
120104 Gable End Bracing.indd 1
Roof diaphragm
Diafragma de Techo
Horizontal L-reinforcement if required
by Building Designer. Design
attachment to resist both compression
and tension forces.
L-Refuerzo horizontal si requerido por
el Diseñador del Edificio. Diseñe el
conexión a resistir ambas fuerzas de
compresión y tensión.
Gable End Frame-to-wall
connection by Building Designer
Armazón hastial a pared por el
diseñador del edificio
Potential Modes of Failure
Tipos de Fallo Potenciales
1-9
10-19
20-99
100+
This 2-page bilingual (English/Spanish) document
discusses the importance of permanent bracing
and/or reinforcement for the Gable End Frame and
reviews some basic design considerations for this
bracing.
Gable End Frame Permanent Bracing
Arriostre Permanente de Armazones Hastiales
W
Keep customers informed about responsibilities
and key considerations for safe and efficient truss
installations using mobile crane equipment. This
bilingual (English/Spanish), 4-page TTB addresses
crane size, hoisting trusses, rigging equipment and
crane set up and inspection.
Gable end wall Permanent
Diagonal Bracing by Building
Designer
Arriostre Diagonal
Permanente de Armazón
Hastial por el Diseñador del
Edificio.
Blocking by
Building
Designer
Bloqueando por
el Diseñador del
Edificio
Bottom Chord Continuous Lateral Restraint and
Diagonal Braces. See BCSI-B3 or as specified by
the Building Designer
Restricción Lateral Continua de la Cuerda
Inferior y arriostres diagonales. Vea BCSI-B3 o
como especifique por el Diseñador del Edificio
TTBGABLE-120104
(2 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
shipping
units x qty.
10
1/3/2012 10:05:41 AM
TTBHIBCHECK-D
CANADATTBHIBCHECK-D
Checklist for Handling & Installing Trusses
TTBPlace-D
How to Read a Truss Placement Diagram
discusses the information provided in Truss
Placement Diagrams. It answers many questions,
such as what Placement Diagrams are, whether
or not they're engineering documents, whether or
not they should be sealed with an engineer's seal
and why the truss industry supplies Placement
Diagrams. This is a great educational tool that
textually and visually addresses this important topic.
This document provides customers with a simple
checklist to use when handling and installing
trusses, and summarizes important considerations
for each phase of the project. It is also part of the
JOBSITE PACKAGE.
(2 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
shipping
units x qty.
40 (English/French)
(2 pages)
lots of 50
1-9
10-19
20-99
100+
TTBLONG-d
Long Span Truss Installation
This bilingual (English/Spanish) document outlines
the precautions necessary for installing trusses 60'
or greater in length. Part of the Long Span JOBSITE
PACKAGE, it provides tips for the safe and efficient
handling and installing of long span trusses.
(2 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
shipping
units x qty.
10
TtBmold-D
Facts Regarding Mold on Wood Structural Building Components
Concern about mold contamination has gained
extensive media coverage, and awareness has
mounted among builders, homeowners and
insurance companies. This document lists facts,
recommended reading and references.
(4 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$17.00
16.00
15.00
14.00
$42.50
40.00
37.50
35.00
shipping
units x qty.
24
TtBmoldbA-D
Builder Advisory on Mold
As a builder, what can you do to minimize mold
on wood structural building components? This
document answers that question with a specific
checklist for each stage of construction. Includes a
reference list of additional information.
(4 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$17.00
16.00
15.00
14.00
$42.50
40.00
37.50
35.00
shipping
units x qty.
1-9
10-19
20-99
100+
2016
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
$35.00
33.75
32.50
30.00
10
TTBtake5-D
Take Five
Take Five encourages contractors to “take five”
minutes to think through issues that will assist truss
manufacturers in helping projects to go smoothly
and to avoid delays. Topics include checking over
plans, production schedules, sealed truss designs
and truss delivery.
(2 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$14.00
13.50
13.00
12.00
$35.00
33.75
32.50
30.00
shipping
units x qty.
10
TTBwall-D
Considerations for Contractors Building with Wall Panels
This document contains essential information for
wall panel customers. There is a comparison of
time and material savings provided by wall panels
over stick framing from the Framing the American
Dream® project. Included is a checklist that reviews
important information typically required to ensure
that wall panels are manufactured to the correct
specifications. There is also a recommended
procedure for wall panel installation with step-bystep instructions and graphics to help customers
with the installation process. (This document is
part of the Wall Panel JOBSITE PACKAGE.) (4 pages)
lots of 50
1-9
10-19
20-99
100+
member
non-member
$17.00
16.00
15.00
14.00
$42.50
40.00
37.50
35.00
shipping
units x qty.
24
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TTBBinder-D
Truss Technology in Building Binder
This document addresses the truths of partition
separation and how it may be mistaken for what is
sometimes called truss arching or truss uplift. The
descriptions of partition separation, possible causes
of the problem and diagrams showing helpful
drywall techniques.
member
non-member
$14.00
13.50
13.00
12.00
shipping
units x qty.
T
R
U
S
S
24
TTBPartsep-D
Partition Separation Prevention and Solutions
(2 pages)
lots of 50
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non-member
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T
B
shipping
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10
The TTB Binder includes three copies of each
TTB/CTB documents currently available, along
with samples of Framing the American Dream®
and Future of Framing brochures. Offering a
library on popular topics ranging from mold to
partition separation to design responsibilities, this
binder is ideal for component manufacturers and
construction industry professionals.
QUANTITY
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$36.00
$90.00
40
13
T
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safeprog
Operation Safety Program
&
S
A
F
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T
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P
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R
A
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Operation Safety Manual, multi-media CD & DVD,
eight safety posters, 20 employee handbooks
(English) and one year of access to SBCA’s
Operation Safety online program and resources.
The Operation Safety Program includes the SBCA
Forklift Certification Program, with a certification
binder, multimedia CD & DVD, five forklift posters,
five certificates and five authorized driver cards.
In addition, the program includes the new SBCA
Housekeeping Program for Combustible Dust,
with a multimedia training DVD, a template
housekeeping plan and a housekeeping checklist.
For program renewal, please see product
SafePlant-Year. Visit wtcatko.com for more
information.
QUANTITY
DVD Version 1.0
Released March 2006
Copyright © 2008
WTCA
ll Rights Reserved.
Copyright © 2014 Structural Building Components Association. All Rights Reserved. This guide or any part thereof may not be
reproduced in any form without the written permission of the publishers. Printed in the United States of America.
Fee for one individual Safety Coordinator proctored
exam.
1
DVD Version 1.0
1
1 PROGRAM
member
price each
$920.00
non-member
price each
$2,300.00
shipping
units x qty.
360
$725.00
N/A
For companies that have already purchased the
Operation Safety Program and require access for
subsequent years/additional plants.
QUANTITY
member
price each
non-member
price each
SUBSEQUENT YEARS/
ADDITIONAL PLANTS
$510.00
$1,275.00
Copyright © 2008
WTCA
ll Rights Reserved.
This 5½"x 8½" Book offers simplified component
manufacturing safety information. Topics include:
ergonomics, lockout/tagout, powered industrial
trucks (forklifts), hand tools, manufacturing
equipment and more. Each book includes an
Employee Safety Handbook Agreement Sheet.
QUANTITY
1-9
10-49
50-99
100+
member
price each
$4.90
4.40
3.90
3.40
non-member
price each
$12.25
11.00
9.75
8.50
Copyright © 2008
WTCA
ll Rights Reserved.
1
QUANTITY
1
Employee Training Modules
ENGLISH DVD
member
non-member
price each set price each set
$116.00
$290.00
shipping
units x qty.
3
ESmodSAFE
Operation Safety Training Modules – English and Spanish
Copyright © 2008
WTCA
ll Rights Reserved.
DVD Version 1.0
Released March 2006
ENGLISH DVD
member
non-member
$200.00
Employee Training Module CD and DVD. Available
in English or Spanish.
DVD Version 1.0
Collection includes 10 Safety Handbooks, eight
Safety Posters, one Employee Training CD and one
Employee Training DVD. English or Spanish.
1
SmodSAFE
Operation Safety Training Modules – Spanish
Released March 2006
SADDSAFE
Operation Safety Collection – Spanish
QUANTITY
EmodSAFE
Operation Safety Training Modules – English
shipping
units x qty.
EADDSAFE
Operation Safety Collection – English
$500.00
shipping
units x qty.
English CD & DVD and Spanish CD & DVD of
Employee Training Modules.
Copyright © 2008
WTCA - Representing the
Structural Building
Components Industry
All Rights Reserved.
Version 1.0
Released May 2008
QUANTITY
1
Los Módulos de la Instrucción
del Empleado en el Español DVD
member
non-member
$170.00
$425.00
shipping
units x qty.
8
Copyright © 2008
WTCA
ll Rights Reserved.
DVD Version 1.0
Released March 2006
ENGLISH DVD
240
Copyright © 2008
WOOD TRUSS
COUNCIL OF AMERICA
All Rights Reserved.
Version 1.0
Released May 2008
14
$290.00
shipping
units x qty.
SAFEplant-year
Operation Safety Program – Additional Access
ssafehand
Operation Safety Employee Handbook – Spanish
Copyright © 2014 Structural Building Components Association. All Rights Reserved. This guide or any part thereof may not be
reproduced in any form without the written permission of the publishers. Printed in the United States of America.
N/A
member
non-member
QUANTITY
ENGLISH DVD
$290.00
Annual program certification fee.
esafehand
Operation Safety Employee Handbook – English
EMPLOYEE
SAFETY
HANDBOOK
$116.00
shipping
units x qty.
SafeCertcorp
Annual Location Certification Fee
ENGLISH DVD
Released March 2006
member
non-member
QUANTITY
Operation safety Program
G
U
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D
E
L
I
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S
S
A
F
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EMPLOYEE
SAFETY
HANDBOOK
SafeCertInd
Safety Coordinator Certification Exam
Los Módulos de la Instrucción
del Empleado en el Español DVD
2016
DVD Version 1.0
Released March 2006
Copyright © 2008
WTCA
ll Rights Reserved.
EPOSTERSAFE
Operation Safety Program – Poster Set (8) in English
T
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SPOSTERSAFE
Operation Safety Program – Poster Set (8) in Spanish
These 18"x24" durable color posters offer
simple safety tips. They include: forklift
safety, hand tool safety, lockout/tagout,
proper lifting, roller presses, vertical presses
and finishing rollers safety, saw safety,
working in hot conditions and workplace
violence. Each poster can be customized
with your company's logo.
available in 8-poster sets
or individually.
english or spanish!
eforksafe-P (eNGLISH)
sforksafe-p (SPANISH)
ehotsafe-P (eNGLISH)
shotsafe-P (SPANISH)
eliftsafe-P (eNGLISH)
sliftsafe-P (SPANISH)
elotosafe-P (eNGLISH)
slotosafe-P (SPANISH)
&
S
A
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price each price each units x qty.
$18.00
8 posters
1 SET
$45.00
member
non-member
$128.00
epresssafe-P (eNGLISH)
spresssafe-P (SPANISH)
5
$320.00
esawsafe-P (eNGLISH)
ssawsafe-P (SPANISH)
etoolsafe-P (eNGLISH)
stoolsafe-P (SPANISH)
eforkslow-P
sforkslow-P
eforklimit-P
sforklimit-P
eviolsafe-P (eNGLISH)
sviolsafe-P (SPANISH)
shipping
units x qty.
40
EFORKPOSTERS
Forklift Certification Program Posters – English
SFORKPOSTERS
Forklift Certification Program Poster – Spanish
P
R
O
G
R
A
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S
Available for purchase as a poster set of
five or individually, these 18"x24" durable
color posters offer simple safety tips for
your forklift drivers and plant employees.
They include: loaded/empty truck, slow
down, pedestrian right-of-way, know your
limitations, and must be 18. Each poster
can be customized with your company’s
logo.
price each price each units x qty.
$18.00
5 posters
1 SET
$45.00
eforkload-P
Sforkload-P
5
available in 5-poster sets
or individually.
english or spanish!
member
non-member shipping
price each set price each set units x qty.
$80.00
$200.00
25
efork18-P
sfork18-P
2016
eforkpedestrian-P
Sforkpedestrian-P
15
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forkPROG
SBCA Forklift Certification Program – English
Operation Safety
Forklift Certification Program
Version 1.0 • October 2006
&
S
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P
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SBCA’s Forklift Certification Program (English)
integrates training with hands-on exercises
to provide a diversified course for your forklift
operators. For new or experienced forklift operators,
this program will help you train, evaluate and
monitor your forklift operations.
The Forklift Certification program includes a
certification binder, multimedia CD & DVD, 5 safety
posters, 5 certificates and 5 authorized driver cards.
Quantity
member
price each
non-member
price each
shipping
units x qty.
1-4 PROGRAMS
5-19 PROGRAMS
20+ PROGRAMS
$290.00
240.00
220.00
$725.00
600.00
550.00
290
The SBCA Housekeeping Program for Combustible Dust contains all you need
to assess your company’s risk for combustible dust citations during an OSHA
inspection and implement an effective industry-specific housekeeping program
for your production facility. The training is broken out into three modules: the
first helps you understand the risk of combustible dust; the second guides you
through an assessment of your risk and the creation of a formal housekeeping
plan; and, the third provides production employee training for effectively
implementing your new housekeeping plan. Purchase the Housekeeping
Program for Combustible Dust and you will receive: a multimedia training DVD,
Spanish training modulue 3, an electronic template housekeeping plan and a
housekeeping checklist.
HOUSEKEEPING PROGRAM FOR COMBUSTIBLE DUST-english w/spanish
SforkPROG
SBCA Forklift Certification Program – Spanish
Quantity
member
price each
non-member
price each
shipping
units x qty.
1-4 PROGRAMS
5-19 PROGRAMS
20+ PROGRAMS
$175.00
165.00
155.00
$437.50
412.50
387.50
240
Purchase these authorized forklift driver cards
when it's time to train or retrain your drivers for
certification.
quantity
member
PRICE EACH LOT
non-member
PRICE EACH LOT
SHIPPING
UNITS x QTY
1 Lot =
10 Cards
$24.00
$60.00
5
Purchase these certificates of achievement for
authorized forklift drivers when it's time to train or
retrain your drivers for certification.
quantity
member
PRICE each lot
non-member
PRICE each lot
SHIPPING
UNITS x QTY.
1 Lot
(10 Certificates)
$12.50
$31.25
5
EFORKCERTIFICATESets
10 Forklift Certificates and 10 Forklift Driver Cards –
English
Purchase these sets of extra certificates and
authorized driver cards when it’s time to train
more drivers for certification. Each set includes 10
authorized forklift driver cards and 10 certificates
of achievement, which state that trainees have
completed the Forklift Certification program.
1 Set
(10 Certificates
and 10 Cards)
2016
$29.00
$72.50
shipping
units x qty.
10
$300.00
shipping
units x qty.
5
member
price each
1 PROGRAM
non-member
price each
$84.00
shipping
units x qty.
10
$210.00
iN-pLANT bASIC tRAINING
Get help training and acclimating new employees
with SBCA In-Plant Basic Training! It's an easy-tounderstand program created for new production
employees or anyone needing a review of the basics.
Ten modules cover an introduction to the industry,
safety, key terms, tools, quality control, lumber,
metal connector plates, truss design drawings,
assembly and handling. In English and Spanish!
ESBASICPROG
-English/Spanish
EBASICPROG
-English Only
SBASICPROG
-Spanish Only
non-member
PRICE EACH
$120.00
QUANTITY
EFORKDRIVERCARDS
10 Forklift Driver Cards – English
member
PRICE EACH
non-member
price each
HOUSEKEEPING PROGRAM FOR COMBUSTIBLE DUST
The Spanish version of the Forklift Certification
program includes the multimedia CD & DVD, 5
safety posters, 5 certificates and 5 authorized driver
cards.
quantity
member
price each
QUANTITY
1 PROGRAM
EFORKCERTIFICATES
10 Forklift Certificates – English
16
HOUSEKEEPPROG
eHOUSEKEEPPROG
Housekeeping Program for Combustible Dust
ESBASICLOc
-English/Spanish
Includes a program DVD, a CD of customizable
PowerPoints®, one year of online access to the
program (unlimited seats), quizzes, five employee
binders and one trainer binder.
FULL SUBSCRIPTION FOR 1 LOCATION
MEMBER
NON-MEMBER
ENGLISH AND SPANISH
$890.00
$2,225.00
ENGLISH OR SPANISH
580.00
1,450.00
Unlimited access to educational modules for every
person at one location for one year. A program
DVD and CD of PowerPoints® included.
EBASICLOc
-English Only
SBASICLOc
-Spanish Only
FULL SUBSCRIPTION FOR 1 LOCATION
MEMBER
NON-MEMBER
ENGLISH AND SPANISH
$500.00
$1,250.00
ENGLISH OR SPANISH
400.00
1,000.00
EBASICIND
-English
Access to online educational modules and additional
online resources for one person for one month.
SBASICIND
-Spanish
INDIVIDUAL ACCESS
# OF
SEATS
ENGLISH OR SPANISH
(MEMBER)
ENGLISH OR SPANISH
(NON-MEMBER)
1-4
$30.00 each
$75.00 each
5-19
26.00 each
65.00 each
20+
22.00 each
55.00 each
ESRENEWBASICPROG Includes continued access to online modules,
quizzes, additional resources & updated DVD and
-English/Spanish
CD.
ERENEWBASICPROG
-English
SRENEWBASICPROG
-Spanish
EBASICBINDER
-English
SBASICBINDER
-Spanish
EBASIC
trainerbinder
-English Only
SZprogram
Safety Zone Program
SZsignpackage
Safety Zone SIGN Package
This package includes 10 vinyl Safety Zone signs
and one diagram for how to build sign frames.
(Two vinyl signs are needed for each frame.)
ANNUAL RENEWAL FEE
MEMBER
NON-MEMBER
ENGLISH AND SPANISH
$175.00
$437.50
ENGLISH OR SPANISH
$118.00
$295.00
ADDITIONAL TRAINER BINDERS (ENGLISH ONLY)
MEMBER
NON-MEMBER
$62.00
$155.00
NON-MEMBER
$28.00
$70.00
non-member
PRICE EACH
shipping
units x qty.
Each
$260.00
$650.00
20
This inspection report is meant to be used as a
checklist at each jobsite delivery. It protects your
driver as it allows them to document and keep a
record of each delivery. Each pad has 50 report
forms.
lots of 5
pads
Safety Zone is a program that helps designate
a safety zone for off-loading trusses at a
jobsite. Safety Zone materials were designed
to provide an industry-wide improved approach
to designating such a safety zone.
The Safety Zone program package includes
everything you need to create a safe zone
when delivering components to a jobsite. It
includes one Guide to Creating a Work Safety
Zone brochure, one lot of Safety Zone Delivery
Inspection/Off-load Inspection Reports, 10
vinyl signs, and one diagram for building sign
frames. (Two vinyl signs are needed for each
frame.)
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
1
2-5
6+
$290.00
270.00
245.00
$725.00
675.00
612.50
40
This 11"x17" laminated and folded guide gives
drivers guidelines to distribute upon delivery at
a jobsite. It covers roll off delivery, boom/crane
delivery and forklift delivery. The guide encourages
safe practices at the jobsite and demonstrates your
commitment to safety.
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
1-5
6-10
11+
$5.50
5.00
4.50
$13.75
12.50
11.25
10
1
2-5
6+
member
non-member shipping
PRICE EACH lot PRICE EACH lot units x qty.
$21.00
18.00
16.00
$52.50
45.00
40.00
10
TruckProg
truck Program
Product transport is one of the greatest sources of risk and liability a component
manufacturer faces. It also presents a significant injury risk, from loading and
unloading of product, to travel on public roads. TRUCK is a comprehensive,
industry-specific program that addresses the safety, risk and compliance aspects
of material handling, product transport and safe operation of equipment.
Includes Safety Zone package, CD of modules and one Truck Driver Handbook.
TRUCK Program
SZGuide
Safety Zone Guide to Creating a Work Safety Zone
TruckADDON
Truck Add-On
MEMBER
NON-MEMBER
shipping
units x qty.
$510.00
$1,275.00
240
&
S
A
F
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Y
P
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O
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R
A
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Includes Safety Zone Guide, reports and one Truck Driver Handbook.
TRUCK Add-on
MEMBER
NON-MEMBER
shipping
units x qty.
$26.00
$65.00
10
Truckhandbook
Truck Driver Handbook
TRUCK Driver Handbooks summarize the most
important information from the TRUCK training
modules, and serve as a handy guide to keep in
your CMVs.
SZSign
Safety Zone Sign
These portable, durable signs are used to identify
the delivery zone at the jobsite and promote safe
handling and off-loading. Two vinyl signs are
included for creating a two-sided sign. A diagram is
also included for building the sign frame.
Copyright © 2008 Structural Building Components Association. All Rights Reserved.
2016
member
PRICE EACH
SZInspectionReport
Safety Zone Delivery Inspection Report/Off-load Inspection
Report
ADDITIONAL EMPLOYEE BINDERS (ENGLISH OR SPANISH)
MEMBER
quantity
T
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A
I
N
I
N
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quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$64.00
$160.00
10
Truck Driver Handbooks
(2 pages)
QTY.
1-9
10-49
50-99
100+
member
non-member
shipping
$4.90
4.40
3.90
3.40
$12.25
11.00
9.75
8.50
3
17
E
D
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&
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FIREPRES-EV
Wood Truss Construction and Fire Performance on CD
Four Steps to Safe
Truss Installations
Wood Trusses
and the IRC
Four Steps to Safe
Truss Installations
Copyright © 2010
Copyright © 2010
Copyright © 2010
Take SBCA’s Component Technology Workshops (CTWs) with you on the
go with CTW CDs! Perfect to hand out to customers or use as a “refresher”
course, CTW CDs cover a wide range of topics and many CTWs qualify for
continuing education credit (CEUs/PDHs).
Four Steps to Safe
Truss Installations
Wood Trusses
and the IRC
Four Steps to Safe
Truss Installations
Copyright © 2010
Copyright © 2010
Copyright © 2010
Courses available on CD include:
WS_BCSI-CD
Overview of Building Component Safety Information
FLOOR-EV
Building with Floor Trusses on CD
WS_4STEPS-CD
Four Steps to Safe Truss Installations
Building with Floor Trusses shows how to
efficiently construct buildings using floor trusses.
(11 min.)
WS_FAD-CD
Framing the American Dream
WS_MOLDBA-CD
Minimizing Mold on Structural Building Components
WS_MOLD-CD
Mold and Structural Wood Components
WS_FBPE-CD
Florida Board of Professional Engineers Rule 61G15-31.003
KEYS-EV
Keys to Quality Wood Truss Production on CD
Keys to Quality Wood Truss Production
reviews strategies used by manufacturers
to produce a quality wood truss. (20 min.) WS_IBC2006-CD
Wood Trusses and the IBC (multiple versions available)
WS_IRC2006-CD
Wood Trusses and the IRC (multiple versions available)
In addition to a narrated auto-run presentation on CD, SBCA component
manufacturer members can also receive additional resources such as PowerPoint® versions of a given presentation (where applicable), and chapters
receive special reduced pricing.
quantity
1-19
20+
member
PRICE EACH
$42.00
34.00
non-member
PRICE EACH
$105.00
85.00
Requires Windows Media
Player, formatted with auto
open, press start.
:10 minutes condensed version
Copyright © 2002 SBCA All rights reserved.
7
2016
Framing the American Dream® DVD
shows what we learned about craftsmanship,
ease of use and savings in component- vs. stickframing techniques. Side-by-side time-lapse
footage highlights the advantages of framing with
components in floor, wall and roof systems. (34
min.) Also available: FADSHORT-EV, FAD-D &
FADRF-D.
Four Steps to Safe
Truss Installations
Copyright © 2010
Four Steps to Safe
Truss Installations
Copyright © 2010
Quantity discounts apply only to multiples of the
same product code. CD video is in .mpg file format.
Minimum software requirements is Windows Media
Player® v.6, Realplayer® or comparable software.
open, press start.
CTWSHIRB-EV
Storage, Handling, Installation, Restraining and Bracing on
CD
shipping
units x qty.
FAD-EV
Framing the American Dream® on DVD
18
Wood Truss Construction and Fire
Performance, a CD from Carbeck Structural
Components Institute (CSCI), focuses on educating
firefighters with the goal of improving fire safety when it comes to structural building components. It also addresses the facts surrounding the performance of wood truss construction when subject to fire
conditions. Condensed from the original version into
a more concise, easy-to-deliver format, it offers 18
modules. Each module is about five to ten minutes
long. Users can customize their training by viewing
specific modules or the entire CD. Preview at carbeck.org. (Approx. 3 hrs.) BCSI – Storage, Handling, Installation,
Restraining & Bracing is one of the
Component Technology Workshop online courses
that is available as a stand-alone CD. This CTW
discusses how to unload, store, lift, erect, restrain,
and brace metal plate connected wood trusses.
It includes specific information for protecting
trusses from weather and damage at the jobsite,
how to lift individual trusses by crane, temporary
restraining and bracing guidelines to prevent
trusses from toppling during erection, installation
tolerances to keep the trusses in-plane and plumb,
and permanent bracing applications. Temporary
and permanent bracing is an important yet
overlooked element of safe truss installation and
acceptable long-term structural performance. This
CTW is based on the Building Components Safety
Information (BCSI) Book. (44 min.)
quantity
member
PRICE EACH
non-member
PRICE EACH
1
2-9
10-19
20-49
50-99
100+
$26.00
18.00
14.00
12.00
10.00
9.00
$65.00
45.00
35.00
30.00
25.00
22.50
shipping
units x qty.
7
DESIGNTOOLS-CD
Design Tools CD
The Design Tools CD provides architects,
engineers, inspectors and builders with technical
information in an interactive format. It includes:
a virtual truss plant tour, truss configurations,
Framing the American Dream® video,
span tables, structural details for CAD, links to
online resources and more. Perfect to hand out at
tradeshows and seminars. fadshort-EV
Framing the American Dream® Short Segment on CD
open, press start.
The Framing the American Dream® Short
Segment is a condensed version of FAD-EV. Great
for presentations, sales meetings and to distribute
to potential customers. (10 min.) Also available:
FAD-EV, FAD-D & FADRF-D.
FPS-D
SBCA 2015 Financial Performance Survey of Fiscal Year
2014
This document contains financial and operating
information presented in balance sheet and
income statement format. Data for the biennial
survey is provided to SBCA by component
manufacturer members and free to participants.
Past years are available, email SBCA Staff for
more information. The Financial Performance
Survey alternates yearly with the Wage and Benefit
Survey. See the SBCA Annual Survey web page for
more information on participating in the surveys.
MEMBER
2015
Financial
Performance
Survey for Fiscal Year 2014
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$1,600.00
N/A
20
WAGE-d
SBCA 2014 Wage & Benefit Survey of Calendar Year 2013
fadwall-ev
Framing the American Dream® Wall Panel Demonstration
CD
open, press start.
open, press start.
This document is a survey of wage and benefit
information obtained biennially from SBCA
component manufacturers. Free to participants.
Past years are available, email SBCA Staff for
more information. The Wage and Benefit survey
alternates yearly with the Financial Performance
Survey. See the SBCA Annual Survey web page for
more information on participating in the surveys.
For Calendar Year 2013
Framing the American Dream® – Wall Panel
Demonstration is a condensed presentation that
focuses strictly on the wall panel segment of the
FAD video. (6 min.)
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$1,600.00
N/A
20
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
1-19
20-99
100+
$13.00
11.00
10.00
$32.50
27.50
25.00
7
CALCUSLOPEf
CalcuSlope Scale
open, press start.
This sturdy plastic scale with the "view-thru"
window is the perfect tool for rapid roof slope
verification, roof area calculations, rafter length
tables, conversion tables, trigonometry formulas,
scales and spacing guides for 1/4" and 1/8"
plans, and more. Keep the estimating and design
calculations for the truss and engineered wood
products industry at your fingertips.
QCPROGram
SBCA QC In-Plant Wood Truss Program
This new web version of the program helps
manufacturers monitor the quality of the trusses
they manufacture. This in-plant program consists
of two main parts: 1) inspection procedures and
2) software for storing the results to see trends
over time. This updated program now allows
manufacturers to use any laptop or tablet with
an internet connection to enter data from the
completed inspections onto a secured website.
Visit www.sbcindustry.com/wtcaqc.php to learn
more about implementing the SBCA In-Plant Wood
Truss QC Program at your plant and becoming
"Certified." Contact staff to purchase.
QCwallPROGram
SBCA QC Wall Panel Program
This program helps manufacturers monitor the
quality of wall panels they manufacture and
provides the plant with a data management
system. The program consists of inspecting
wall panels and entering data into the software
program, allowing you to store data and create
reports to evaluate the quality of the manufacturing
process. This program also offers SBCA QC Wall
Panel voluntary certification.
quantity
1
Each Add’l
2016
member
PRICE EACH
$330.00
170.00
non-member
PRICE EACH
N/A
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$15.00
$37.50
1
E
D
U
C
A
T
I
O
N
A
L
C
D
S
&
P
R
O
G
R
A
M
S
depth
Depth/Angle Gauge
This item manufactured by General Tools
Mfg. Co., Inc., (part# 444) is the ideal tool for
measuring plate-lumber gaps and checking plate
placement angles for the SBCA In-Plant Wood
Truss QC Program.
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
Each
$25.00
$62.50
1
shipping
units x qty.
40
19
C
O
L
D
MEMBER PRICING APPLIES TO cfsc MEMBERS ONLY
CFSBCSI-D
CFSB3FLAT-P
Cold-Formed Steel Building Component Safety InformaCFSB3FOLD-P
tion Book – Guide to Good Practice for Handling, Installing,
Permanent Restraint/Bracing of Chords & Web Members
Restraining & Bracing of Metal Plate Connected Wood Trusses
F
O
R
M
E
D
S
T
E
E
L
The CFSBCSI-B3 Summary Sheet
reviews the various planes of a truss that
typically must be restrained and braced,
and provides installation guidelines and
permanent restraint/bracing for special
conditions for trusses spaced up to 4'
on-center. It summarizes Section B3
of the CFSBCSI Book, and has English
and Spanish text. This size is perfect for
printing structural framing plans on the
reverse side.
The CFSBCSI Book is a Guide to Good Practice
for Handling, Installing, Restraining & Bracing of
Cold-Formed Steel Trusses. Developed by SBCA’s
Cold-Formed Steel Council (CFSC), this 8.5"x11"
guide (3-hole punched and spiral bound) covers
key concepts including setting trusses, permanent
bracing and jobsite modifications. CFSBCSI also
includes a 4-page insert with modifications to
chapters CFSB1, CFSB2 and CFSB3, for use with
trusses spaced at 4' on-center and up to 80' in
length.
QUANTITY
member
PRICE EACH
non-member
PRICE EACH
1-9
10-39
40-239
240+
$11.00
10.50
10.00
9.50
$27.50
26.25
25.00
23.75
UNITS PER
BOOK
10
CFSB1FLAT-P
CFSB1FOLD-P
CFSBCSI-B1 Summary Sheet – Guide for Handling, Installing,
Restraining & Bracing of Trusses
P
R
O
D
U
C
T
S
The CFSBCSI-B1 Summary Sheet
is for builders and provides industry
guidelines for unloading, storing,
lifting, erecting, installing, restraining
and bracing trusses spaced up to 4'
on-center. This document summarizes
Section B1 of the CFSBCSI Book and
has English and Spanish text. The
full-color 11"x17" size is perfect for
printing truss placement diagrams on
the reverse side.
member
non-member shipping
lots of 100 PRICE EACH LOT PRICE EACH LOT units x qty.
1-4
5-10
11-20
21+
$60.00
56.00
54.00
52.00
$150.00
140.00
135.00
130.00
45
CFSB2-D
CFSBCSI-B2 Summary Sheet – Truss Installation & Temporary
Restraint/Bracing
The CFSBCSI-B2 Summary Sheet provides
options for safe temporary restraint/bracing for
trusses spaced up to 4' on-center. It simplifies
how to get the first five trusses erected,
restrained and braced efficiently and safely
for the benefit of the crew and the project.
This document summarizes Section B2 of the
CFSBCSI Book and has English and Spanish text.
20
2016
member
non-member
lots of 100 PRICE
EACH LOT PRICE EACH LOT
(8 pages)
lots of 25
member
PRICE EACH LOT
non-member
PRICE EACH LOT
shipping
units x qty.
1-9
10-19
20-99
100+
$46.00
44.00
42.00
40.00
$115.00
110.00
105.00
100.00
40
CFSB4-D
1-4
5-10
11-20
21+
$60.00
56.00
54.00
52.00
$150.00
140.00
135.00
130.00
shipping
units x qty.
45
The CFSBCSI-B4 Summary Sheet covers how
trusses must not support any loads from equipment
or construction materials during construction–until
the truss assembly is properly restrained and
braced. It also lists safe stack heights for several
building materials and illustrates good and bad
loading practices. It summarizes Section B4 of the
(2 pages)
lots of 25
member
PRICE EACH LOT
non-member
PRICE EACH LOT
shipping
units x qty.
1-9
10-19
20-99
100+
$13.00
12.50
12.00
11.500
$32.50
31.25
30.00
28.75
10
CFSB5-D
Truss Damage, Jobsite Modications & Installation Errors
The CFSBCSI-B5 Summary Sheet provides guidance
for reporting damage, modifications or installation
errors to the truss manufacturer/building designer
in order to get an approved truss repair. It reviews
common types of damage and modifications
involving trusses. It summarizes Section B5 of the
(2 pages)
lots of 25
member
PRICE EACH LOT
non-member
PRICE EACH LOT
shipping
units x qty.
1-9
10-19
20-99
100+
$13.00
12.50
12.00
11.500
$32.50
31.25
30.00
28.75
10
CFSB11-D
The CFSBCSI-B11 Summary Sheet explains that
trusses are NOT designed as fall protection anchors,
and provides general guidelines to assist framing
crews in safely and efficiently installing trusses while
meeting OSHA's fall protection requirements. It
summarizes Section B11 of the CFSBCSI Book and
has English and Spanish text.
(2 pages)
lots of 25
member
PRICE EACH LOT
non-member
PRICE EACH LOT
shipping
units x qty.
1-9
10-19
20-99
100+
$13.00
12.50
12.00
11.500
$32.50
31.25
30.00
28.75
10
MEMBER PRICING APPLIES TO cfsc MEMBERS ONLY
CFShibcheck-d
Checklist for Handling & Installing Trusses
This document provides customers with a simple
checklist to use when handling and installing
trusses, and summaries important considerations
for each phase of the project. It has English and
Spanish text and is part of the CFS JOBSITE
PACKAGE.
7.2
7.3
7.4
7.5
7.6
Communication to Truss Designer. The Truss Manufacturer shall communicate the Truss design criteria and
b3.2
requirements to the Truss Designer. I1.3.2
Alternate Truss Designs. If an alternative or partial
set of Truss design(s) is proposed by the Truss Manufacturer, Truss Design Engineer or Truss Designer,
such alternative set of design(s) shall be sent to
and reviewed by the RDP/Building Designer prior to
manufacturing. These alternative set of design(s) do
not require the seal of the Truss Design Engineer until
accepted by the RDP for the Building.
Truss Placement Diagram. Where required by the
Construction Documents or Contract, the Truss Manufacturer shall prepare the Truss Placement Diagram
that identifies the assumed location for each individually
designated Truss and references the corresponding
Truss Design Drawing. The Truss Placement Diagram
shall be permitted to include identifying marks for other
products including Structural Elements, so that they may
be more easily identified by the Contractor during field
erection. When the Truss Placement Diagram serves
only as a guide for Truss installation and requires no
engineering input, it does not require the seal of a Truss
I1.3.3
b3.3
Design Engineer or RDP.
Required Documents. The Truss Manufacturer shall
supply to the Contractor the Truss Submittal Package, including the Truss Design Drawings, a Truss
Placement Diagram, if required by the Construction
Documents or Contract, and the required Permanent
Individual Truss Member Restraint and the method to
I1.6
be used per Section I1.6.
Special Application Conditions. The Truss Manufacturer shall be allowed to provide detail drawings to the
Contractor to document special application conditions.
Truss Submittal Packages. Where required by the
Construction Documents or Contract, Legal Requirements or the Building Official, the Truss Manufacturer
shall provide the appropriate Truss Submittal Package
to one or more of the following: Building Official; RDP/
Building Designer and/or Contractor for review and/or
b3.4
approval per Section D3. I1.3.4
Reliance on Construction Documents. The Truss Manufacturer shall be permitted to rely on the accuracy and
completeness of information furnished in the Construction
Documents or otherwise furnished in writing by the RDP/
b3.5
Building Designer and/or Contractor. I1.3.5
(2 pages)
lots of 25
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10-19
20-99
100+
$12.50
12.00
11.50
11.00
$31.25
30.00
28.75
27.50
7.7
7.8
7.9
7.10
7.11
7.12
8.0
8.1
8.2
Fabrication Tolerance. The Truss Manufacturer shall
determine the value for the Fabrication Tolerance to
be used in the design of the Trusses.
manufacturer Quality Criteria. The Truss Manufacturer shall manufacture the Trusses in accordance
with the final Truss Design Drawings, using the quality
criteria required by AISI S202-11 unless more stringent
quality criteria is provided by the Owner in writing or
E1
through the Construction Documents. g1.1
In-Plant Truss Inspections. Truss inspections, as
required by the Jurisdiction, shall be performed at
the manufacturer's facility using the manufacturer's
In-Plant Quality Assurance Program monitored by
an inspection agency approved by the Jurisdiction,
and shall satisfy any quality control/quality assurance
requirements for the Trusses, and shall satisfy any
designated in-plant special inspection requirements
for the Trusses.
Responsibility Exemptions. The Truss Manufacturer
is responsible for items listed in Section 7.0 of this
document, and is not responsible for the requirements
of other parties specified outside of Section 7.0.
COnTRACTS
608/274-4849 • 608/274-3329 fax
www.sbcindustry.com • [email protected]
IN BUILDING
SbCA's Cold-Formed
Steel Council (CFSC)
An informational series designed to address
the issues and questions faced by professionals
in the building construction process.
608/274-4849 • 608/274-3329 fax
cfsc.sbcindustry.com • [email protected]
10
Colocación de Trusses y Restricción/Arriostre de Instalación
Para trusses hasta 4 pies en-centro y hasta 80 pies de longitud
w
WARNINg! Spans over 60' (18.3 m) require more complex temporary installation restraint/bracing. Consult a registered design professional.
¡AdvERTENCIA! Los tramos más de 60 pies requieren restricción/arriostre temporal
de instalación más complejo. Consulte a un profesional registrado de diseño.
dANgER! Disregarding handling, installing, restraining and bracing safety
recommendations is the major cause of truss erection/installation accidents.
¡PELIgRO! El indiferencia de las recomendaciones de seguridad del
manejo, instalación, restricción y arriostre es la causa principal de los
accidentes de erección/instalación de trusses.


Lateral restraint is NOT adequate without diagonal bracing.
La restricción lateral NO es adecuada sin el arriostre diagonal.
Always diagonally brace for safety!
¡Siempre arriostre diagonalmente para seguridad!
a
r
TCILR shown
in green.
*Note: Maximum spacing for TCILR.
Digaonal bracing
shown in red.
n
10' o.c.
(3 m) max.*
Truss
(9.1 Spans
up to
m)
30'
8' o.c.
(2.4 max.*
m)
≈45°
Typical up to 45'
(13.7
m)
6' o.c.
(1.8 max.*
m)
up to
(18.3 60'
m)
4' o.c.
(1.2 max.*
m)
up to
(24.4 80'**
m)
**Note:Spansover60'(18.3m)requiremorecomplexinstallation
restraint/bracing.Consultaregistereddesignprofessional.
i
unloading and storing
n
g
!
con el suelo después de entrega. Si los trusses
estarán guardados horizontalmente para más
de una semana, ponga bloqueando de altura
suficiente debajo de la pila de los trusses a 8
 Building dimensions match the construction documents.
Lasdimensionesdeledificioconcuerdanconlosdocumentosdeconstrucción.


Topsofbearingsupportsareflat,levelandatthecorrect




Bearing supports (e.g., walls, columns, headers, beams, etc.) are accurately
and securely installed, plumb and properly braced.
Los soportes de cojinete que sostienen cargas (ej., paredes, columnas, vigas de
cabezera, vigas, etcétera) son instalados seguramente y con precisión, y son
nivelados y arriostrados apropiadamente.
Hangers, angle clips, tie-downs and restraint/bracing materials are on site
and accessible.
Los colgadores (hangers), soportes de anclaje (tie-downs) y materiales
de restricción/arriostre están en la obra y accesibles.
Erection/installation crew is aware of installation plan and lateral
restraint/diagonal bracing requirements.
El personal de erección/instalación es consciente del plan de instalación
y los requisitos de restricción/lateral arriostre diagonal.
Multi-ply trusses, including girders, are correctly fastened together prior to
lifting into place.
Los trusses de varias capas, incluyendo travesaños, son sujetados juntos correctamente antes de levantarlos en lugar.
Any truss damage is reported to the truss manufacturer. Refer to CFSBCSIB5 – TrussDamage,JobsiteModificationsandInstallationErrors.*** Do not
install damaged trusses unless instructed to do so by the building designer,
truss designer or truss manufacturer.
Algúndañoalostrussesesreportadoalfabricantedetrusses.Refieraal
CFSBCSI-B5 – Daño a los Trusses, Modifaciones en la Obra y Errores de
Instalación.*** No instale trusses dañados a menos que se dijeren el diseñador
deledificio,eldiseñadordeltrussoelfabricantedeltruss.
CFSBCSI-B2 SUMMARY SHEET


Soporte
del pico los
trusses de
20’ o menos.
MECHaniCaL HOiSTing rECOMMEnDaTiOnS FOr SingLE TrUSSES
rECOMEnDaCiOnES Para EL LEVanTaMiEnTO MECániCO DE TrUSSES inDiViDUaLES

Hold each truss in position with the erection equipment until top
Spreader bar
for truss
ging and hoisting
equipment.
El uso de un solo lugar en el pico de levantar
puede hacer daño al truss.
Tagline

Locate
above
mid-height
nO almacenar
verticalmente los
trusses no arriostrados.
Tagline
Attach to
truss at
10' (3 mm)
o.c. max.
Spreader bar
or stiffback
Toe-in
Spreader bar 1/2 to
2/3 truss length
For trusses up to 60'
(18.3 m)
Tagline
ente.
Groundbracingprocedureforfirsttrussisbasedonsite
Refer to CFSBCSi*** for more detailed
information pertaining to handling and jobsite
andbuildingconfiguration.
storage of trusses.
El procedimiento de arriostre de tierra para el primer
Refiera a CFSBCSi*** para información más detrussesbasadoenlaconfiguracióndeledificioydeltertallada sobre el manejo y almacenaje de trusses
reno.
en la obra.
ground bracing, use
Refiera a CFSBCSi-B2*** para más información.
ground.

Almacénelos en
terreno liso.
Max. Spacing
20’ (6.1 m)
150F125-33 or
250S162-33
150F125-33 or
250S162-33
150F125-33 or
250S162-33
150F125-33 or
250S162-33
250S162-33 or
Double1150F125-33
150F125-33
150F125-33 or
250S162-33
250S162-33 or
Double1150F125-33
150F125-33
Top Chord
Installation
Lateral
Restraint
(TCILR)
and diagonal bracing is 33 mil 1-½” (38 mm) furring
(hat) channel (150F125-33) or 33 mil 2-½” (64 mm) stud
section (250S162-33) unless specified by the building
designer. Attach to each truss with min. 2-#10 self-drilling
tapping screws (SDS).
8’ (2.4 m) o.c. max.
2’ (0.6 m)
6’ (1.8 m) o.c. max.
4’ (1.2 m)
6’ (1.8 m) o.c. max.
2’ (0.6 m)
4’ (1.2 m) o.c. max.
4’ (1.2 m)
4’ (1.2 m) o.c. max.
(see table in the next column). ground bracing connections should be
min. 3-#10 SDS.
20’ (6.1 m)
nO caminar en
trusses sin arriostre.
D (ft.)
1'
(0.3 m)
2'
(0.6 m)
3'
(0.9 m)
4'
(1.2 m)
5'
(1.5 m)
6'
(1.8 m)
7'
(2.1 m)
≥8'
(≥2.4 m)
DO nOT proceed with construction until all
lateral restraint and bracing is securely and
properly in place.
nO proceder con la construcción hasta que
todas las restricciones laterales y los arriostres
están colocados en forma apropiada y segura.
20’ (6.1 m)
20’ (6.1 m)
12’ (3.7 m)
20’ (6.1 m)
20’ (6.1 m)
DO nOT exceed maximum stack heights.
nO excedir las alturas máximas de montón.
12’ (3.7 m)
nEVEr stack materials near a peak or at midspan.
nUnCa amontonar los materiales cerca de un
pico o en medio-plano.
Refer to CFSBCSiB3*** for gable end frame
restraint/bracing/reinforcement
information.
Truss Length*
Longitud del Truss
3/4"
(19 mm)
7/8"
(22 mm)
1"
(25 mm)
1-1/8"
(29 mm)
1-1/4"
(32 mm)
1-3/8"
(35 mm)
1-1/2"
(38 mm)
1-3/4"
(44 mm)
2"
(51 mm)
12-6-0
(3.8 m)
14-7-3
(4.4 m)
16-8-6
(5.1 m)
18-9-10
(5.7 m)
20-9-10
(6.3 m)
22-10-13
(7 m)
25-0-0
(7.6 m)
29-2-6
(8.9 m)
≥33-3-10
(≥10.2 m)
Maximum Stack Height
for Material on Trusses1, 2
Maximua altura de Montón para Material
encima de los Trusses
Material – Material
Height – Altura
Gypsum Board – Tabla de Yesa
12" (305 mm)
22 ga. Type “B” 1 1/2" (38mm) metal deck –
21 sheets
17 sheets
13 sheets
tipo “B” 1 ½” cubierta de metal de indicio 22
Plywood or OSB – contrachapado o OSB
16" (406 mm)
2 bundles
paquetes
Concrete block – Bloque de Hormingón
8" (203 mm)
Clay Tile – Teja de Arcilla
3-4 tiles high
Coloque las cargas sobre tantos trusses como
sea posible.
azulejos
1. This table is based on trusses designed
with a live load of 40 psf (1915 Pa) or
greater. For other loading conditions,
contact a registered design professional.
2. Install stacks of materials as quickly as
possible.
Position loads over load
bearing walls.
4’ o.c.
max.
Diagonal
bracing
Coloque las cargas sobre las
paredes soportantes.
aLTEraTiOnS — aLTEraCiOnES
Web members
Truss bracing not shown for clarity.
Refer to CFSBCSi-B5*** for more information on truss damage, jobsite modifications
and installation errors.
Refiera a CFSBCSi-B5*** para más información sobre daño a trusses, modificaciones en la obra
y errores de instalación.
La rESTriCCión LaTEraL Y
EL arriOSTrE DiagOnaL SOn
MUY iMPOrTanTES
DO nOT cut, bend, drill, remove or otherwise alter any member of a
truss unless specifically permitted by the truss design drawing.
nO cortar, doblar, perforar, remover o cambiar de otro modo a ningún
miembro de un truss a menos que específicamente permitido por el
dibujo del diseño de truss.
Bottom chords
Same spacing as bottom chord
lateral restraint
láminas
láminas
Asphalt shingles – Teja de Asfalto
4’ o.c.
max.
láminas
Place loads over as many trusses as possible.
2) wEB MEMBEr PLanE — PLanO DE LOS MiEMBrOS SECUnDariOS
15' max. (4.6 m) for
bottom chord
installation lateral
restraint, or per truss
design drawing for bottom chord permanent
lateral restraint.
Max. Bow
Doblación
Máximo
DO nOT overload small groups or single
trusses.
nO sobrecargar pequeños grupos o trusses individuales.
See Table above
“Nested” or “Stacked”
short member lateral
restraint (hat channel
only) overlap each piece
a minimum 6” (152 mm)
and attach to truss with
min. 2-#10 SDS.
Diagonal braces
every 20' (6.1 m)
max.
Trusses that have been overloaded during construction or altered without the Truss Manufacturer’s prior approval may render the Truss Manufacturer’s limited
warranty null and void.
note: Some chord and web members
not shown for clarity.
Trusses que se han sobrecargados durante la construcción o han sido alterados sin la autorización
previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantía limitada del Fabricante de Trusses.
Contact the component manufacturer for more information or consult a registered design professional for
assistance. To view a non-printing PDF of this document, visit www.cfsc.sbcindustry.com/cfsb1.
***
nOTE: The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the
trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of
leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as
a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as superior to the building
designer’s design specification for handling, installing, restraining and bracing trusses, and it does not preclude the use of other equivalent methods for
restraining/bracing and providing stability for the walls, columns, floors, roofs and all the interrelated structural building components as determined by the
contractor. Thus, SBCA, CFSC and those who participated in the development of this guide expressly disclaim any responsibility for damages arising from
the use, application, or reliance on the recommendations and information contained herein.
Bottom
chords
DO nOT walk on
unbraced trusses.
D/50
*U.S. customary units are in feet-inches-sixteenths
“Overlapped” lateral restraint option
(one truss space)
≈90°
El tamaño mínima de la sección del acero utilizado como
restricción lateral y arriostre diagonal es 33 mil 1-1/2” furring (hat) channel
(150F125-33) o 33mil 2-1/2” sección de tachuela (250S162-33) a menos
que especificado por el diseñador del edificio. Sujete a cada truss con un
mínimo de 2-#10 tornillos autoperforantes (SDS).
Coloque los arriostres de tierra para el primer truss directamente en línea
con todas las filas de TCILR (vea la tabla en la próxima columna). Conexiones de arriostre de tierra deben ser un mínimo de 3-#10 SDS.
D/50 max
***
for TCILR options.
Vea el CFSBCSi-B2*** para las opciones de TCILR.
3) BOTTOM CHOrD — CUErDa inFEriOr

Locate ground braces for first truss directly in line with all rows of TCILR
Plumb
line
Out of Plumb
Fuera-de-Plomada
1/4"
(6 mm)
1/2"
(13 mm)
3/4"
(19 mm)
1"
(25 mm)
1-1/4"
(32 mm)
1-1/2"
(38 mm)
1-3/4"
(44 mm)
2"
(51 mm)
COnSTrUCTiOn LOaDing
Carga DE COnSTrUCCión
Double assumes nested 2-piece 150F125-33 attached together with #10 SDS at 12" (300 mm) o.c.
Consult a registered design professional for trusses longer than 60' (18.3 m).
LaTEraL rESTrainT
& DiagOnaL BraCing
arE VErY iMPOrTanT
Spreader Bar 2/3 to
3/4 truss length
For trusses up to and over 60'
(18.3 m)
inSTaLLaTiOn rESTrainT & BraCing
rESTriCCión Y arriOSTrE DE inSTaLaCión

The minimum size steel section used as lateral restraint
Store on even
Min. Size/grade
note: Ground bracing not
shown for clarity.
Spreader bar
Toe-in
DO nOT store
unbraced bundles
upright.
Diagonal Bracing
Min. Size/grade

See CFSBCSi-B2
“Overlapped” short
member lateral restraint.
Extend end of each piece
a minimum of 1 ½” (38
mm) past truss chord
and attach to truss
with min. 2-#10
SDS each piece.
Up to 1/2
Truss length
For trusses up to 30'
(9.1 m)
Refer to CFSBCSi-B2*** for more information.
elevation.
La parte superior de los soportes de cojinete son planas,
niveladas y a la elevación correcta.
 For trusses stored for more than one week,
cover bundles to protect from the environment.
Jobsite is clean and neat, and free of obstructions.
trusses guardados por más de una semana,
La obra está limpia, ordenada y sin obstrucciones.Para
cubra los paquetes para protegerlos del ambi-
Lateral restraint
TCiLr Spacing
10’ (3 m) o.c. max.
60° or less
Using a single pick-point at the peak can
damage the truss.
Use equipo apropiado
para levantar e
improvisar.
Truss
Spacing
2’ (0.6 m)
4’ (1.2 m)
2’ (0.6 m)
4’ (1.2 m)
Para información sobre
restricción/arriostre/refuerzo
para armazones hastiales refiera
a CFSBCSi-B3***
chord installation lateral restraint is installed and the truss is fastened
to the bearing points.
Sostenga cada truss en posición con equipo de grúa hasta que la
restricción lateral temporal de la cuerda superior es instalado y el
truss es sujetado a los soportes.

Use proper rig-
Truss
Span
Up to 30’
(9.1 m)
30’ (9.1 m) 45’ (13.7 m)
45’ (13.7 m) 60’ (18.3 m)
1
Trusses up to 30'
(9.1 m)
Trusses hasta 30’
Max. Bow
Length
1) TOP CHOrD inSTaLLaTiOn LaTEraL rESTrainT (TCiLr) & DiagOnaL BraCing
2
Soporte de
los cuartos
de tramo los
trusses de 30’
o menos.
Trusses up to 20'
(6.1 m)
Trusses hasta 20’
Max. Bow
Length
Length
Tolerancias para Fuera-de-Plomada.
Estas pautas de arriostre y restricción la instalación son para todos pérfiles de truss.
60’ (18.3 m) 80’ (24.4 m)2
(9.1 m) or less,
support at
quarter points.
(6.1 m) or
less, support
at peak.
Trusses are the correct dimension.
Los trusses son la dimensión correcta.
Interior
tion.
Coloque paquetes de trusses en una
posición estable.
Tolerancias para Fuera-de-Plano.
Max. Bow
Tolerances for Out-of-Plumb.

These installation restraint and bracing guidelines are for all truss profiles.

Trusses 30'

Trusses 20'
¡CaUTELa! Utilice
cuidado especial en
días ventosos o cerca
de cables eléctricos o
de aeropuertos.
the stack of trusses at 8’ (2.4 m) to 10’
• El arriostre de tierra no está mostrado para claridad.
(3 m) on-center (o.c.). Store on slight slope to
allow for draining.
• Aplique el arriostre diagonal o el entablado estructural (structural
Losmétodo
trusses pueden ser descargados directasheathing) inmediatamente. Para tramos más de 60 pies el
mente en el suelo en aquel momento de entrega
preferido es aplicar el entablado estructural inmediatamente.
o almacenados temporalmente en contacto
hasta 10’ en-centro (o.c.). Almacénelos en una
CHECk THESE ITEMS BEFORE STARTINg ERECTION/INSTALLATION ANd CORRECT AS NEEdEd
cuesta ligera para permitir la desaguar.
REvISE ESTOS PUNTOS ANTES dE EMPEZAR LA ERECCIÓN/INSTALACIÓN Y CORRÍJALOS CUANdO ES NECESARIO
Place truss bundles in a stable configura-
Out of Plane — Fuera-de-Plano
Tolerances for Out-of-Plane.
trusses with TCILR (see below). 4) Install top chord diagonal bracing (see below). 5) Install web
member plane diagonal bracing (see below). 6) Install bottom chord installation lateral restraint
(BCILR), (see below). 7) Install bottom chord diagonal bracing (see below). 8) Continue installing
trusses repeating steps 4, 5, 6 and 7.
rESTrainT/BraCing FOr aLL PLanES OF TrUSSES
rESTriCCión/arriOSTrE Para TODOS PLanOS DE TrUSSES
inSTaLaCión DE TrUSSES inDiViDUaLES POr La ManO
HanDLing — ManEjO
en-centro
Trusses may be unloaded directly on the ground
El dibujo a la izquierda muestra el espaciamiento máximo
at the time of delivery or stored temporarily in
(vea * a la izquierda) del TCILR basado en los tramos de trusses
contact de
withla
the ground after delivery. If trusses
are to be stored horizontally for more than one
tabla en el Paso 2 en la página 2.
week, place blocking of sufficient height beneath

1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4
1) Instale arriostre de tierra. 2) Coloque el primer truss y átelo seguramente al arriostre de tierra. 3) Coloque los cuatro siguientes trusses con TCILR (vea abajo). 4) Instale el arriostre diagonal a la cuerda inferior
(vea abajo). 5) Instale el arriostre diagonal al plano de miembro secundario. 6) Instale restricción lateral
a la cuerda inferior (BCILR), (vea abajo). 7) Instale arriostre diagonal a la cuerda inferior (vea abajo). 8)
Continua a instalar los trusses por repitiendo los pasos 4, 5, 6 y 7.
warning! Do not over load supporting
structure with truss bundle.
¡aDVErTEnCia! No sobrecargue la
estructura apoyada con el paquete de
trusses.
inSTaLLaTiOn OF SingLE TrUSSES BY HanD
CaUTiOn! Exercise care when removing
banding or metal attachment pieces to avoid
damaging trusses and prevent personal
injury. Gloves and safety glasses should be
worn.
¡CaUTELa! Utilice cautela al quitar las ataduras o los
pedazos de metal de sujetar para evitar daño a los
trusses y prevenir la herida personal. Guantes y gafas
de seguridad deben ser llevadas.
CaUTiOn! Use
special care in
windy weather or
near power lines
and airports.
Avoid lateral bending.
The graphic at left shows the maximum on-center spacing (see
* at at the
the trusses
jobsite.
Unload
left) of TCILR based on truss span from the table in Step 2 on
page
2. trusses
to smooth surface to
• Ground bracing not shown for clarity.
prevent damage.
El contratista
tiene la responsabilidad de
• Apply diagonal bracing or structural sheathing immediately.
For spans
recibir, descargar y almacenar adecuadamente
over 60' (18.3 m) applying structural sheathing immediately
is theen la obra. Descargue los trusses
los trusses
en una superficie lisa para prevenir el daño.
preferred method.

DO nOT rely on banding or metal pieces used
to attach trusses in a bundle to hoist and move
bundles on the jobsite.
nO dependa de las ataduras ni los pedazos de
metal usados para conectar los trusses en un
paquete para levantar y mover los paquetes
en la obra.
ted anywhere along the chords.
Puntos de levantamiento para levantar un
paquete de trusses son permitidos dondequiera
por el vano de las cuerdas.
trusses up to 45’ (13.7 m).
Use at least 3 lift points for bundles with trusses
greater than 45’ (13.7 m).
Puede usar dos puntos de levantar para paquetes más de 45’.
Use por lo menos tres puntos de levantar para
paquetes más de 45’.
¡aDVErTEnCia! El resultado del manejo, levantamiento, instalación, restricción y arrisotre incorrecto
puede ser la caída de la estructura o,
aún peor, herida seria o muerto.
inSTaLLing — inSTaLaCión
STEPS TO SETTing TrUSSES
LOS PaSOS DE La inSTaLaCión DE LOS TrUSSES
DO nOT overload the crane.
nO sobrecargue la grúa.

Lift points for hoisting truss bundles are permit
Two lift points may be used for bundles with
warning! The consequences of improper
handling, erecting, installing, restraining
and bracing can result in a collapse of the
structure, or worse, serious personal injury or
death.
MAxIMUM SPACINg FOR TOP CHORd INSTALLATION LATERAL RESTRAINT (TCILR)
The contractor
is responsible for
EL ESPACIAMIENTO MÁxIMO PARA LA RESTRICCIÓN LATERAL dE INSTALACIÓN dE LA CUERdA SUPERIOR (TCILR)
properly receiving,
HOiSTing anD PLaCEMEnT OF TrUSS BUnDLES
LEVanTaMiEnTO Y COLOCaCión DE PaQUETES DE TrUSSES
Diagonal braces every
20' (6.1 m) max.
“Nested” lateral restraint option
6300 Enterprise Lane • Madison, WI 53719 • 608/274-4849 • www.sbcindustry.com • www.cfsc.sbcindustry.com
CFSB1warn11x17 081022
HOja DE rESUMEn – gUía DE BUEna PráCTiCa Para EL ManEjO, inSTaLaCión, rESTriCCión Y arriOSTrE DE TrUSSES espaciados hasta 4’ en-centro
Si el nivel del terreno
es demasiado lejos del
truss para usar arriostre
de tierra exterior, use
arriostre de tierra
interior.
Exterior
Tramos más de 60’ pueden requerir arriostre permanente complejo. Por favor, siempre consulte a un profesional registrado de diseño.
CFSB2Temp 081022
RESUMEN CFSBCSI-B2
The CFS JOBSITE PACKAGE is a critical tool in
helping component manufacturers fulfill their duty
to educate and warn customers with important
installation and safety information. The package
comes pre-assembled in a zippered plastic bag (10"
x 14") and includes a cover sheet, CFSB1 through
CFSB4 and SCC Checklist for Handling and
Installing Trusses. All documents include English
and Spanish text.
(Min. order 25)
member
quantity
PRICE EACH LOT
25-99
$6.15
100-499
5.90
500-999
5.65
1000-1999
5.35
2000+
5.15
non-member shipping
PRICE EACH LOT units x qty.
$15.38
14.75
14.13
3
13.38
12.88
CFSJOBSITECS-D
Steel Jobsite Cover Sheet
JOBSITE PACKAGE
PLEASE REVIEW
WARNING:
The handling, storing, installing, restraining and diagonal bracing of structural building components requires specialized training, clearly implemented procedures, and careful planning and communication among the contractor, crane operator and installation crew. Handling and installing components without appropriate training, planning and communication greatly increases the probability of an accident resulting in property damage, serious personal injury and/or death.
Prior to truss installation, the documents should be examined and disseminated to all appropriate personnel, in addition to proper
training and a clear understanding of the installation plan, any applicable fall protection requirements, and the intended restraint
and bracing requirements. Trusses with clear spans of 60 feet (18.3 m) and greater are very dangerous to install and
may require complex installation and permanent bracing. Consult a Registered Design Professional.
Examine the building, the building’s structural framing system, bearing locations and related installation conditions. Begin component installation only after any unsatisfactory conditions have been corrected. Do not cut, modify or repair components. Report
any damage before installation.
The enclosed documents are offered as minimum guidelines only. Nothing contained in this JOBSITE PACKAGE should be construed in any manner as expanding the scope of responsibility of, or imposing any additional liabilities on, the truss manufacturer.
¡ADVERTENCIA!:
El manejo, almacenamiento, instalación, restricción y arriostre diagonal de componentes
estructurales de construcción requieren entrenamiento especializado, procedimientos claramente implementados, y planificación
y comunicación clara entre el contratista, operador de grúa, y los obreros de instalación. El manejo e instalación de componentes sin el entrenamiento suficiente, planificación ni comunicación adecuada aumenta la probabilidad de un accidente que pueda
resultar en daño a propiedad, la herida seria o la muerte.
Antes de la instalación de trusses, los documentos adjuntos deben ser examinados y difundidos a todo el personal apropiado,
además del entrenamiento pertinente y un entendimiento claro del plan de instalación, cualquier requisito aplicable de la protección contra la caída y los requisitos de arriostre y restricción previstos. La instalación de trusses más de 60 pies de largo
es muy peligrosa. Siempre consulte a un Profesional de Diseño Registrado.
The cold-formed steel JOBSITE PACKAGE cover
sheet has English/Spanish warnings on the front
and paraphrased portions from AISI S214-07/
S2-08, Supplement 2 to The North American
Standard for Cold-Formed Steel Framing – Truss
Design on the back. It includes construction-related
items and truss manufacturer responsibilities.
Examine la estructura, el sistema de armazón estructural del edificio, ubicaciones de soporte y las condiciones de instalación
correspondientes. Solamente comience con la instalación de componentes después de que todas condiciones insatisfactorias han
sido corregidas. No corte, modifique, ni repare los componentes. Informe cualquier daño antes de la instalación.
Los documentos adjuntos se ofrecen solamente como pautas mínimas. Nada de lo incluido en este PAQUETE DE OBRA debe ser
interpretado de manera que exceda el alcance de la responsabilidad del fabricante de trusses, ni en forma de tal que imponga
LOTS OF 25
To view a non-printing PDF of this document, visit www.cfsc.sbcindustry.com/cfsjobsitecs.
FOR DESIGN RESPONSIBILITIES SEE REVERSE
2016
1
member
non-member
$7.50
$18.75
gEnERAl PURPOSES
2.0
2.1
REQUIREmEnTS OF THE OWnER
2.4
2.6
AISI S214-07/ S2-08
1.0
2.3
2.5.2
The purpose of AISI S202-11 is to define and draw
attention to the responsibilities of the Owner, Registered
Design Professional (RDP) for the Building or Building
Designer, Contractor, Truss Design Engineer or Truss
Designer, and Truss Manufacturer, with respect to the
application of Trusses in the construction of a Building.
building Permit. Where required by Legal Requirements,
including the Building Code, the Owner shall obtain a
Building Permit.
If special inspections or structural observations
related to Trusses are required as part of the Construction Documents and/or permitting process, these
requirements shall be communicated in writing to the
Contractor or Truss Manufacturer as appropriate.
Engagement with the RDP/building Designer.
The Owner shall engage a RDP/Building Designer to
prepare the Construction Documents.
In the absence of a mandate to use an independent
RDP/Building Designer, the Owner shall assume the
role of Building Designer.
Engagement with the Contractor. The Owner shall engage
a Contractor to store, handle and install the Trusses for the
Building, in compliance with any and all Legal Requirements.
Review and Coordination Submittal Packages. The
Owner or Owner’s representative shall be responsible
for ensuring that the requirements of Section 5.2 of
D3
b3.4.1
this document are accomplished.
long Span Truss Requirements.
Restraint/bracing Design. (2012 IbC 2211.3.3) In
all cases where a Truss clear span is 60 ft. (18 m)
or greater, the Owner shall contract with a RDP for
the design of the Temporary Installation Restraint/
Bracing and the Permanent Individual Truss Member
Restraint and Diagonal Bracing.
Special Inspection. (2012 IbC 1705.2.2.2) In all cases
where a Truss clear span is 60 ft. (18 m) or greater,
the Owner shall contract with a RDP to provide
special inspections to assure that the Temporary
Installation Restraint/Bracing and the Permanent
Individual Truss Member Restraint and Diagonal
Bracing are installed properly.
Responsibility Exemptions. The Owner is responsible for items listed in Section 2.0 of this document,
and is not responsible for the requirements of other
parties specified outside of Section 2.0.
3.0
REQUIREmEnTS OF THE RDP/
bUIlDIng DESIgnER I1.4
3.1
Construction Documents. The Construction Documents shall be prepared by a RDP/Building Designer
and shall be of sufficient clarity to indicate the location,
nature and extent of the work proposed, and show in detail that such documents conform to the Legal Requireb4.1
ments, including the Building Code. I1.4.1
Deferred Submittals. The RDP/Building Designer shall
list the Deferred Submittals on the Construction Documents. The RDP/Building Designer shall review Deferred
b4.2
Submittals. I1.4.2
Review of Submittal Packages. The RDP/Building
Designer shall review the Truss Submittal Package for
compatibility with the Building design. All such submittals
shall include a notation indicating that they have been
reviewed and whether or not they have been found to be
in general conformance with the design of the Building for
b4.3
final approval prior to truss fabrication. I1.4.3
Required Information in the Construction
Documents. The RDP/Building Designer, through the
Construction Documents, shall provide information sufficiently accurate and reliable to be used for facilitating the
supply of the Structural Elements and other information
for developing the design of the Trusses for the Building,
b4.4
and shall provide the following: I1.4.4
(a) All Truss and Structural Element orientations
and locations;
(b) Information to fully determine all Truss profiles;
3.2
3.3
3.4
b4
This four-page publication offers a comprehensive
approach to design responsibilities for cold-formed
steel projects. Referencing language from AISI
S202-11 and AISI S214-07/S2-08 Supplement
2, it lists responsibilities when legal requirements
mandate a Registered Design Professional and
when they do not.
(4 pages)
member
non-member
shipping
lots of 25 PRICE EACH LOT PRICE EACH LOT units x qty.
1-9
10-19
20-99
100+
$22.50
21.50
20.50
19.50
$56.25
53.75
51.25
48.75
24
CFSWALL11X17-P
Guide for Handling & Installing Cold-Formed Steel Wall
Panels
CFSB1
Spans over 60’ (18.3 m) may require complex permanent bracing. Please always consult a registered design professional.
nOTaS gEnEraLES
AISI S202-11
2.5
2.5.1
Copyright © 2012 STTTBDRESP-D 120221
4
This document summarizes the information provided in Section CFSB1 of the 2008 Edition of Cold-Formed Steel Building Component Safety Information CFSBCSI – Guide to Good Practice for Handling, Installing, Restraining & Bracing of Cold-Formed Steel Trusses.
Copyright © 2008 Structural Building Components Association. All Rights Reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publisher. This document should appear in more than one color. Printed in the United States of America.
Setting Trusses & Installation Restraint/Bracing
For trusses up to 4'-0" (1.2 m) on-center and 80'-0" (24.4 m) in length
The design responsibilities section of AISI S202-11
Code of Standard Practice for Cold-Formed Steel
Structural Framing is included verbatim in AISI S21407 – North American Standard for Cold-Formed Steel
Framing – Truss Design, which is referenced in the IBC
and IRC. The following is a compilation of the requirements provided in AISI S202-11, with permission from
the American Iron and Steel Institute, www.steel.org.
The requirements are categorized into two distinct areas
– when the legal requirements mandate a Registered
Design Professional (RDP) is used and when they do
not. Capitalized terms are in AISI S202-11 and CFSBCSI,
Structural Building Component Information: Guide to
Good Practice for Handling, Installing, Restraining &
Bracing of Cold-Formed Steel Trusses.
Corresponding sections from AISI S202-11 and AISI
S214-07/ S2-08 are referenced in the following manner:
DEFInITIOnS OF TERmS ARE AVAIlAblE In
AISI S202-11 AnD CFSbCSI.
Copyright © 2012 Structural Building Components Association, Madison, Wisconsin U.S.A.
All rights reserved under International and Pan-American copyright conventions.
Reproduction of this document, in any form, is prohibited without written permission from SBCA. This document should appear in more than one color.
Depth, D
CFSB2
2012 Edition
PREAmblE
2.2
Structural building
Components Association (SbCA)
SUMMarY SHEET - gUiDE FOr HanDLing, inSTaLLing, rESTraining & BraCing OF TrUSSES – Spaced up to 4’-0” (1.2 m) on-center
gEnEraL nOTES
Trusses are not marked in any way to identify the Los trusses no están marcados de ningún modo que
frequency or location of installation lateral restraint identifique la frecuencia o localización de restricción
and diagonal bracing. Follow the recommendations lateral y arriostre diagonal temporales. Use las
for handling, erecting and installation restraining
recomendaciones de manejo, instalación, restricción y
arriostre temporal de los trusses. Refiera a CFSBCSi
and bracing of trusses. Refer to CFSBCSi –
– Guía de Buena Práctica para el Manejo, Instalación,
Guide to Good Practice for Handling, Installing,
Restricción y Arriostre de los Trusses de Madera
Restraining & Bracing of Cold-Formed Steel
Conectados con Placas de Metal*** para información
Trusses*** for more detailed information.
más detallada.
permanent lateral restraint or reinforcement for Los Dibujos del Diseño de Truss pueden especificar
individual truss members. Refer to the CFSBCSi- las ubicaciones de restricción lateral permanente
B3*** for more information. All other permanent o refuerzo en los miembros individuales del truss.
bracing design is the responsibility of the building Refiera a CFSBCSi-B3*** para más información.
Todo el otro diseño del arriostre permanente es la
designer.
Standard Responsibilities in the Design and Application
of Cold-Formed Steel Trusses
These recommendations should not be interpreted as superior to the project Architect's or Engineer's design specification for
handling, installing, restraining and bracing metal cold-formed steel trusses for a particular roof or floor.
CFSJOBSITE-D
Cold-Formed Steel Jobsite Package
CFSB1
IN BUILDING
HI
Deferral to Construction Documents. AISI S202-11
is not intended to take precedence over the Construction Documents, where a Contract between parties
incorporates by reference the Construction Documents, and therefore the Construction Documents
shall apply as between the parties to the Contract.
Deferral to Contract. AISI S202-11 is not intended to
take precedence over a Contract as a Contract shall
be permitted to contain provisions that take precedence over AISI S202-11 and/or the Construction
Documents. A party shall not exclude in a Contract
a responsibility established by AISI S202-11 or the
Construction Documents unless that responsibility is
assigned to a qualified party and that party agrees to
HI
that assignment.
Any changes made to the Construction Documents
by contract shall be submitted, reviewed and approved by the Building Official.
Incorporation into Contract. A Contract shall be
permitted to incorporate AISI S202-11 to establish the
responsibilities of the parties to such Contract.
shipping
units x qty.
8.3
CFSDRESP-D
Standard Responsibilities in the Design and Application of
CFS Trusses
shipping
units x qty.
10
This 11"x17" guide for builders features
storing, lifting, erecting and installing
cold-formed steel (CFS) wall panels.
It includes specific information for
protecting wall panels from weather and
damage at the jobsite, tips for lifting
wall panels by hand or with a crane or
forklift, installation bracing guidelines to
prevent wall panels from toppling during erection,
installation tolerances to keep the wall panels in
plane and plumb, and basic construction loading
and materials placement recommendations.
Numerous graphics and ANSI standardized safety
alert symbols accompanied by written instructions
lots of 100
1-4
5-10
11-20
21+
member
non-member
$60.00
56.00
54.00
52.00
$150.00
140.00
135.00
130.00
shipping
units x qty.
C
O
L
D
F
O
R
M
E
D
S
T
E
E
L
P
R
O
D
U
C
T
S
45
CFSQCWALLPROGRAM
CFSC QC Wall Panel – Version 1.0
This program helps manufacturers monitor the
quality of their wall panels and provides the plant
with a data management system. It consists of
inspecting wall panels and entering data into the
software program, allowing you to store data and
create reports to assess plant quality. Visit cfsc.
sbcindustry.com/qcwall.php to learn more about
implementing the program and becoming CFSC
QC Wall Panel Certified. If your company has
more than one plant, you may purchase additional
copies of the most recent software program and
manual for $170. Contact staff to receive this
discount.
quantity
member
PRICE EACH
non-member
PRICE EACH
shipping
units x qty.
1
Each Add’l
$330.00
170.00
N/A
40
21
DRILL 20060409
www.tpinst.org
plate Here
All Rights Reserved
www.sbcindustry.com
no altere
madera de truss u lamInas
sbr 20070109
www.tpinst.org
PLATE HErE
wtca – representing the structural building components industry & truss plate institute
all rights reserved
www.tpinst.org
PLate Here
tOp
CuMBRe
Vea Dibujo De DiSeño De
TruSS para información
eSpecífica
este LAdO
pARA ARRiBA
This tag emphasizes that trusses should not be
cut or modified in any way.
TEMPBRACE 20070515
All Rights Reserved
www.sbcindustry.com
www.tpinst.org
this side up
See TruSS DeSign
Drawing for Specific
informaTion
This tag complements the BCSI-B1 and BCSI-B2
Summary Sheets and indicates the need for
temporary bracing. It assists in providing safety
information to customers and also draws attention
to the Summary Sheets, which give detailed
information on how to install temporary bracing.
Also available as a Cold-Formed Steel tag.
TOP-T
This Side Up (Purple)
pLAte heRe
Place this tag at the spot where a truss is to
support a concentrated or point load.
drill-T
Do Not Cut, Drill or Alter (Blue)
do not alter truss lumber or
plates
LOS trUSSeS SOn ineStaBLeS HaSta QUe Sean
reStringidO Y arriOStradOS aPrOPiadaMente
www.sbcindustry.com
carGa concentrada aQUI
cL 20060409
www.tpinst.org
Plate here
www.sbcindustry.com
Vea Dibujo De DiSeño
De TruSS para información eSpecífica
¡advertencia!
Vea BCSI-B1 o BCSI-B2 para Información Sobre la Restricción y el Arriostre Temporal.
Consulte el Diseñador de Edificio y BCSI-B3 para Información Sobre la Restricción y el Arriostre Permanente.
Para Trusses Más de 60 Pies de Largo, Consulte a un Ingeniero Profesional.
wTca – representing the Structural building components industry & Truss plate institute
all rights reserved
See TruSS DeSign
Drawing for Specific
informaTion
trUSSeS are UnStaBLe UntiL PrOPerLY reStrained & Braced
See BCSI-B1 or BCSI-B2 for Temporary Restraint & Bracing Information.
Consult Building Designer and BCSI-B3 for Permanent Restraint & Bracing Information.
For Trusses 60' or Greater in Length, Consult a Professional Engineer.
Top 20060409
warning!
all rights reserved
Place this tag at points where additional or
interior bearing supports should be located
under the truss.
CL-T
Concentrated Load (Orange)
concentrated load here
This tag recommends the use of 2'x6'
strongbacks at 10' o.c. It tells the installer
to check the truss design drawing for more
specific information.
TEMPBRACE-T
Temporary Bracing (Red & White)
This tag reduces the chance that parallel
chord trusses will be inadvertently installed
upside down.
WEBREINF-T
Web Reinforcement (Aqua)
WEB REINFORCEMENT REqUIRED
See TruSS DeSign Drawing for Specific informaTion
T, L or Scab
reinforcemenT
T, L o refuerZo
De ScabS
Vea Dibujo De DiSeño De TruSS para información eSpecífica
REFUERZO DE MIEMBRO SECUNDARIO REqUERIDO
webreinf 20060409
lUgar De coJinete
Vea dibujo de diseño de truss
para información específica
www.tpinst.org
VeA DIBujo De
DISeño De TRuSS
PARA InfoRmACIón
eSPeCífICA
CABALLETE
dE "sTrongBACking"
rECoMEndAdA
PLATE HERE
Plate Here
See TRuSS DeSIgn
DRAWIng foR SPeCIfIC
InfoRmATIon
see truss design drawing for
specific information
2x6 strongback
at 10' o.c.
2x6 espaLda
fuerte en 10' o.c.
all rights reserved
www.tpinst.org
bearing location
BL 20060409
BL-T
Bearing Location (Red)
sTrongBACking
rECoMMEndEd
www.sbcindustry.com
This tag states that the truss has been
designed to support heavier loads in this
particular area (e.g., attic frame floor loads,
rooftop mechanical units, storage loads, etc.).
srb-T
Strongback Bridging (Pink)
www.sbcindustry.com
Vea Dibujo De DiSeño De TruSS para información eSpecífica
DISEÑADO PARA CARGA ADICIONAL
aL 20060409
www.tpinst.org
www.sbcindustry.com
PLAtE HERE
See TruSS DeSign Drawing for Specific informaTion
all rights reserved
DESIGNED fOR ADDItIONAL LOADING
All Rights Reserved
T
A
G
S
AL-T
Additional Loading (Yellow)
www.sbcindustry.com
T
R
U
S
S
This tag identifies particular webs that require
web reinforcement, such as T-Bracing.
FAll-T
Fall Protection (White & Black)
This tag warns that trusses by themselves are
NOT to be used as fall protection anchors
and refers the installer to BCSI-B11 for more
information on fall protection issues.
cfsBL-T
Bearing Location
JOBSITE 20060409
www.tpinst.org
PLate Here
All Rights Reserved
¡advertencia!
Antes de mover,
guardar o instalar los
componentes vea
la Hoja Sumaria del
BCSI y los materiales
incluidos en el
PAQUETE DE OBRA
del fabricante de
componentes.
www.sbcindustry.com
WarninG!
Before handling,
storing or installing
components refer
to BCSI Summary
Sheet(s) and
materials provided
in the component
manufacturer’s
JOBSITE PACKAGE.
Abroche trusses juntos de acuerdo
con el dibujo de diseño de truss,
antes de erectar cuando sea posible.
Inspecte todas las conecciones.
(no De una Capa)
este truss es De Varias Capas
www.sbcindustry.com
plate here
Fasten trusses together according
to Truss Design Drawing, prior
to erecting whenever possible.
Inspect all connections.
MPT 20070109
(not single ply)
All Rights Reserved
this is a multi-ply truss
www.tpinst.org
MPT-T
Multi-Ply Truss (Gold)
DIAGONAL
BRACING
VEA EL DIBUJO DE DISEÑO DE TRUSS PARA RESTRICCIÓN LATERAL; CONSULTE AL DISEÑADOR
DE EDIFICIO Y/O BCSI-B3 PARA ARRIOSTRE DIAGONAL
22
2016
PLB 20100304
www.tpinst.org
PLATE HERE
LATERAL
RESTRAINT
Structural Building Components Association & Truss Plate Institute
All Rights Reserved
NOTE: WEB MEMBER
REINFORCEMENT MAY
ALSO BE POSSIBLE; SEE
BCSI-B3
SEE TRUSS DESIGN DRAWING FOR LATERAL RESTRAINT; CONSULT BUILDING DESIGNER
AND/OR BCSI-B3 FOR DIAGONAL BRACING
www.sbcindustry.com
PERMANENT LATERAL RESTRAINT
& DIAGONAL BRACING REQUIRED
This tag indicates that one or two lateral
braces may be required on the tagged
member and instructs the installer to look for
more information on the truss design drawing
and BCSI-B3.
25
SEE TRUSS DESIGN DRAWING FOR LATERAL RESTRAINT; CONSULT
BUILDING DESIGNER AND/OR CFSBCSI-B3 FOR DIAGONAL BRACING
LATERAL
RESTRAINT
DIAGONAL
BRACING
Vea DiBujo De DiSeño
De TruSS para
información eSpecífica
lUgar De coJinete
www.sbcindustry.com
VEA EL DIBUJO DE DISEÑO DE TRUSS PARA RESTRICCIÓN LATERAL; CONSULTE
AL DISEÑADOR DE EDIFICIO Y/O CFSBCSI-B3 PARA ARRIOSTRE DIAGONAL
#
wTca – representing the Structural Building components industry
copyright © 2007
all rights reserved
www.cfsc.sbcindustry.com
www.sbcindustry.com
cfsjobsite-t
Jobsite Warning
Before handling,
storing or installing
components refer to
CFSBCSI Summary
Sheet(s) and
materials provided
in the component
manufacturer’s
JOBSITE PACKAGE.
www.sbcindustry.com
¡ADVERTENCIA!
Antes de mover,
guardar o instalar los
componentes, vea la(s)
Hoja(s) Sumaria(s)
del CFSBCSI y los
materiales incluidos
en el PAQUETE DE
OBRA del fabricante de
componentes.
#
WTCA – Representing the Structural Building Components Industry
Copyright © 2007
All Rights Reserved
#
Copyright © 2007
All Rights Reserved
cfsINSTBRACE-t
Installation Restraint & Bracing
warning!
TRUSSES ARE UNSTABLE UNTIL PROPERLY
RESTRAINED & DIAGONALLY BRACED
See CFSBCSI-B1 or CFSBCSI-B2 for Installation Restraint & Diagonal Bracing Information.
Consult Building Designer and/or CFSBCSI-B3 for Permanent Restraint & Diagonal Bracing
Information. For Trusses 60' or Greater in Length, Consult a Professional Engineer.
¡advertencia!
LOS TRUSSES SON INESTABLES HASTA
QUE SEAN RETRINGIDOS Y ARRIOSTRADOS
DIAGONALMENTE APROPIADAMENTE
Vea CFSBCSI-B1 o CFSBCSI-B2 para Información Sobre la Restricción de Instalación y Arriostre Diagonal.
Consulte al Diseñador del Edificio y/o CFSBCSI-B3 para Información Sobre la Restricción Permanente y el
Arriostre Diagonal. Para Trusses de Más de 60 Pies de Largo, Consulte a un Ingeniero Profesional.
www.sbcindustry.com
PLB-T
Permanent Lateral Bracing (Green)
$68.00
64.50
61.00
PERMANENT LATERAL RESTRAINT AND DIAGONAL
BRACING REQUIRED
WARNING!
This tag emphasizes that the truss is not to
be used independently and refers the installer
to the truss design drawing for multi-ply
laminating instructions.
$40.00
38.00
36.00
CFSPLRB-T
Permanent Lateral Restraint &
Diagonal Bracing
bearing location
This tag warns to refer to instruction material
for proper handling, storing and bracing
information.
1-6
7-49
50+
STEEL TRUSS TAGS
See TruSS DeSign Drawing for
Specific informaTion
JOBSITE-T
Jobsite Warning (Red & White)
member
non-member shipping
lots of 1000
#
Copyright © 2007
All Rights Reserved
cfsDC-t
Do Not Use Damaged Components This tag warns against
using components that are
damaged or altered.
DO NOT USE DAMAGED COMPONENTS
DO NOT USE CUT, BENT OR OTHERWISE DAMAGED COMPONENTS
lots of 500
NO USE LOS COMPONENTES CORTADOS, DOBLADOS
O DE OTRA MANERA DAÑADOS
NO USE LOS COMPONENTES DAÑADOS
www.sbcindustry.com
#
Copyright © 2007
All Rights Reserved
1-5
6-10
11+
member
non-member shipping
$48.00
43.00
38.00
$120.00
107.50
95.00
20
2016
Instructions: (Photocopy this page to use with future orders)
For each product you want to order:
SHIPPING & HANDLING (SHIPPING UNITS)
CONTINENTAL U.S. ORDERS ONLY
1.Enter the Product Code (A), Quantity (B), Price Per Item (C) and Shipping Units (D).
2.For all products, multiply Quantity (B) by Price Per Item (C) to get the Extended Price (E).
3.
Multiply the Quantity (B) by Shipping Units Per Item (D) to get Extended Shipping Units (F).
SHIPPING
UNITS
To calculate totals:
4.Subtotal the Extended Prices (E) and the Extended Shipping Units (F) columns.
5.
ONLY FOR ORDERS DELIVERED TO WISCONSIN: Calculate WI Sales Tax by multiplying your Subtotal
by the appropriate tax amount–5.5%, 5.6%, etc.
6.To calculate Shipping & Handling, find your Total Extended Shipping Units in the first column of the
Shipping & Handling chart. Total Shipping & Handling will be the amount shown in the middle or right
column, if you are a member or non-member, respectively. Place this amount in Shipping & Handling.
Please note: all shipping charges are subject to adjustment.
*If you are located outside the CONTINENTAL U.S., your shipping charge will
increase. please contact SBCA Staff for shipping and handling.
7.Calculate the Order Total by adding the Subtotal, WI Sales Tax (if applicable), and Shipping & Handling.
8.Add $3.00 for Residential Deliveries.
9.
Make checks payable to: SBca
They’re
your golden
defense.
1-39
40-79
80-129
130-179
180-239
240-289
290-349
350-409
410-469
470-529
530-599
600-659
660+
MEMBER
NONMEMBER
18.00
21.00
22.00
26.00
24.00
30.00
26.00
36.00
29.00
40.00
33.00
45.00
39.00
52.00
44.00
60.00
51.00
70.00
57.00
79.00
64.00
90.00
69.00
102.00
CONTACT SBCA
FOR DELIVERY TIME OF LESS THAN TWO WEEKS, PLEASE CALL SBCA. ADDITIONAL HANDLING FEES MAY APPLY.
PRICES SUBJECT TO CHANGE WITHOUT NOTICE.
(A)
Product Code
(B)
Quantity or Lots
(C)
Price
(D)
Shipping Units
(B) x (C) = (E)
Extended Price
(B) x (D) = (F)
Extended Shipping Units
Follow the industry’s best practices.
Subtotal:
“Being able to doccument that a JOBSITE PACKAGE was duly received by your customer and the truss erector is a risk management tool that can provide significant
protection to component manufacturers.”
Kent Pagel
SBCA Legal Counsel
WI Sales Tax:
NOTE: BUILDING OFFICIALS,
FIRE OFFICIALS,
ARCHITECTS & ENGINEERS
USE LOWEST PRICING
Shipping & Handling
(Continental U.S. Only*):
Residential Delivery
Add $3.00:
Shipping Address (No P.O. Boxes)
City, State, Zip
Is this a residential delivery?
 Yes  No
Your Name
JOBSITE PACKAGES are available for wood,
cold-formed steel, long span trusses, floor
trusses and wall panels. To learn more or order,
visit sbcindustry.com/jobsite.
6300 Enterprise Lane
Madison, WI 53719
608-274-4849 phone
608-274-3329 fax
sbcindustry.com
Telephone (Area Code)
Name that appears on credit card (please print)
VISA/MC/AmEx Number
Credit Card Billing Address
 Send me information about new publications & specials.
Email Address (for automated shipping notification)
F
O
R
M
F
O
R
&
TOTAL:
Company
Place your order online
at sbcindustry.com/pubs
IT'S FAST AND SIMPLE!
(or fax to 608-274-3329)
O
R
D
E
R
P
R
O
D
U
C
T
S
Educate your customers.
Protect your company.
Boost your commitment to safety.
S
B
C
A
Purchase Order Number (if required)
Signature
Verification Code
Exp. Date
S
E
R
V
I
C
E
S
Protect Your Company
Build a Strong Team
STRUCTURAL BUILDING
COMPONENTS ASSOCIATION
Measure Progress
Educate Your Staff
Two SCORE Designations Are
Available to Participants:
SCORE Member The plant is a member in good standing with
a year to work toward SCORE certification and has purchased the
following either individually or as a package:
■ Access to TTT for all truss designers.
■ Access to SBCA’s online QC program.
■ Jobsite Packages, which are sent with every truss delivery.
Simplified Certifications
■ Centered on programs that matter most
to CMs’ customers.
SCORE Certified The plant is a member in good standing and
is compliant with all items below:
■ Streamlined certification requirements
and quality focused.
■
■
■Simplified designations available:
SCORE Certified or a SCORE Member
working toward certification.
■
■
■ Members who are working toward
SCORE certification start reaping the
benefit of their efforts immediately.
■
■
New Simplified Requirements
■
Continuing Education: Plant fulfills ongoing TTT requirements.
J obsite Packages: Plant purchases and sends with every truss
delivery.
Plant Tour: Plant hosts one plant tour or similar event per year.
C Certification: Plant is SBCA QC certified and continues to
Q
submit quarterly data files for SBCA review.
afety Certification: Plant meets safety program requirements,
S
either with SBCA Operation Safety or a program reviewed and
approved by SBCA staff.
TT Certification: Average TTT level for CM designers at a location
T
must be 1.5 or higher.
Quality-Focused
■
Customer-Centered
■
Best Practices
2016
PRODUCTS&PROGRAMS
Order online at sbcindustry.com/pubs

2016 - Support Home

Transcripción

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