Hahnfeld Hoffer Stanford architects
planners
interiors
200 Bailey Ave., Suite 200 Fort Worth, Texas 76107 817.921.5928 817.302.0692 fax
CONSTRUCTION DOCUMENTS 10 FEBRUARY 2016 VOLUME 1
CONSULTANTS TEAGUE NALL & PERKINS CIVIL ENGINEER & LANDSCAPE 1100 MACON STREET FORT WORTH, TEXAS 76102 817.665.7131 L.A. FUESS PARTNERS, INC. STRUCTURAL ENGINEER 3333 LEE PARKWAY, SUITE 300 DALLAS, TEXAS 75219 214.871.7010
GENERAL CVR1 G0-0.1 G0-0.2 G0-0.3 G0-0.4 G0-0.5
COVER SHEET - V0LUME 1 ARCHITECTURAL ABBREVIATIONS & SYMBOLS, VICINITY MAP 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL) 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL) 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL) 2012 TEXAS ACCESSIBILITY STANDARDS (PARTIAL)
CIVIL C1.01 C1.02 C1.03 C1.04 C1.05 C1.06 C1.07 C1.08 C1.09 C1.10 C1.11 C1.12 C1.13 C1.14 C1.15 C1.16 C1.17 C1.18 C1.19 C1.20 C1.21 C1.22 C1.23 C1.24 C1.25 C1.26 C1.27 C1.28 C1.29 C1.30 C1.31 C1.32 C1.33 C1.34 C1.35 C1.36 C1.37 C1.38 C1.39 C1.40 C1.41 C1.42 C1.43 C1.44 C1.45 C1.46 C1.47 C1.48 C1.49 C1.50 C1.51 C1.52 C1.53 C1.54 C1.55 C1.56 C1.57 C1.58 C1.59 C1.60
EXISTING TOPOGRAPHY PLAN (1 OF 2) EXISTING TOPOGRAPHY PLAN (2 OF 2) EXISTING PLAT (1 OF 2) EXISTING PLAT (2 OF 2) DEMOLITION PLAN OVERALL SITE PLAN SITE PLAN - SECTION 'A' SITE PLAN - SECTION 'B' SITE PLAN - SECTION 'C' SITE PLAN - SECTION 'D' SITE PLAN - SECTION 'E' SITE PLAN - SECTION 'F' SITE PLAN - SECTION 'G' SITE PLAN - SECTION 'H' SITE PLAN - SECTION 'I' SITE PLAN - SECTION 'J' DIMENSIONAL CONTROL PLAN - SECTION 'A' DIMENSIONAL CONTROL PLAN - SECTION 'D' DIMENSIONAL CONTROL PLAN - SECTION 'E' DIMENSIONAL CONTROL PLAN - SECTION 'H' DIMENSIONAL CONTROL PLAN - SECTION 'I' DIMENSIONAL CONTROL PLAN - SECTION 'J' GRADING PLAN - SECTION 'A' GRADING PLAN - SECTION 'D' GRADING PLAN - SECTION 'E' GRADING PLAN - SECTION 'H' GRADING PLAN - SECTION 'I' GRADING PLAN - SECTION 'J' DRIVE PROFILES ALT 1 - WATER FEATURE DRAINAGE AREA MAP POND CALCULATIONS STORM DRAIN PLAN - SECTION 'A' STORM DRAIN PLAN - SECTION 'D' STORM DRAIN PLAN - SECTION 'E' STORM DRAIN PLAN - SECTION 'H' STORM DRAIN PLAN - SECTION 'I' STORM DRAIN PROFILE WATER & SANITARY SEWER PLAN - SECTION 'B' WATER & SANITARY SEWER PLAN - SECTION 'C' WATER & SANITARY SEWER PLAN - SECTION 'D' WATER & SANITARY SEWER PLAN - SECTION 'E' WATER & SANITARY SEWER PLAN - SECTION 'F' WATER & SANITARY SEWER PLAN - SECTION 'I' WATER & SANITARY SEWER PLAN - SECTION 'J' SANITARY SEWER PROFILE PAVING PLAN - SECTION 'A' PAVING PLAN - SECTION 'D' PAVING PLAN - SECTION 'E' PAVING PLAN - SECTION 'H' PAVING PLAN - SECTION 'I' PAVING PLAN - SECTION 'J' EROSION CONTROL PLAN SITE DETAILS (1 OF 2) SITE DETAILS (2 OF 2) PAVING DETAILS (1 OF 2) PAVING DETAILS (2 OF 2) STORM DRAIN DETAILS (1 OF 2) STORM DRAIN DETAILS (2 OF 2) UTILITY DETAILS
LANDSCAPE IR1.00 IR1.01 IR1.02 IR1.03 IR1.04 IR1.05 IR1.06 IR1.07 IR1.08 IR1.09 IR1.10 IR1.11 IR1.12 IR1.13 IR1.14 IR1.15 IR1.16 IR1.17 IR1.18 IR1.19 IR1.20 IR1.21 L1.00 L1.01 L1.02 L1.03 L1.04 L1.05 L1.06 L1.07 L1.08 L1.09 L1.10 L1.11 L1.12 L1.13 L1.14 L1.15 L1.16
OVERALL IRRIGATION PLAN IRRIGATION PLAN - SECTION A IRRIGATION PLAN - SECTION B IRRIGATION PLAN - SECTION C IRRIGATION PLAN - SECTION D IRRIGATION PLAN - SECTION E IRRIGATION PLAN - SECTION F IRRIGATION PLAN - SECTION G IRRIGATION PLAN - SECTION H IRRIGATION PLAN - SECTION I IRRIGATION PLAN - SECTION J TREE IRRIGATION PLAN - SECTION A TREE IRRIGATION PLAN - SECTION B TREE IRRIGATION PLAN - SECTION C TREE IRRIGATION PLAN - SECTION D TREE IRRIGATION PLAN - SECTION E TREE IRRIGATION PLAN - SECTION F TREE IRRIGATION PLAN - SECTION G TREE IRRIGATION PLAN - SECTION H TREE IRRIGATION PLAN - SECTION I TREE IRRIGATION PLAN - SECTION J IRRIGATION DETAILS OVERALL LANDSCAPE SITE PLAN LANDSCAPE PLAN - SECTION A LANDSCAPE PLAN - SECTION B LANDSCAPE PLAN - SECTION C LANDSCAPE PLAN - SECTION D LANDSCAPE PLAN - SECTION E LANDSCAPE PLAN - SECTION F LANDSCAPE PLAN - SECTION G LANDSCAPE PLAN - SECTION H LANDSCAPE PLAN - SECTION I LANDSCAPE PLAN - SECTION J COURTYARD INSET COURTYARD DETAILS HARDSCAPE DETAILS FRONT ENTRY FEATURES AND FENCING DETAILS LANDSCAPE DETAILS LANDSCAPE SCHEDULE
COKER ENGINEERING, LLC FIRE PROTECTION + CODE CONSULTING 1450 KELLER PARKWAY, SUITE 108 KELLER, TEXAS 76248 817.742.2409 MSB SECURITY CONSULTING SECURITY 6705 HWY 290 WEST, SUITE 502 AUSTIN, TEXAS 78735 512.680.3480
10 FEBRUARY 2016
FIRESTONE & ROBERTSON DIS TILLERY
S:\2015\15007-00 -F&R Distillery Exp-\1600 Working\xx01 Architecture\FR Cover Sheet.rvt 2/10/2016 10:35:59 PM
INDEX OF SHEETS
SUMMIT CONSULTANTS, INC. MECH/PLUMB/ELEC ENGINEER 1300 SUMMIT AVENUE FORT WORTH, TEXAS 76102 817.878.4242
2916 GLEN GARDEN DRIVE, FORT WORTH, TEXAS 76119
2916 GLEN GARDEN DRIVE FORT WORTH, TEXAS 76119
REVISIONS
DENOTED BY
#
PROJECT #: 15007-00
MANAGER: Designer
ISSUED FOR: CONSTRUCTION
DRAFTER:
DATE: FEBRUARY 10, 2016
CHECKED: Checker
Author
COVER SHEET - V0LUME 1
SHEET
CVR1 OF
SHEETS
Copyright © 2016 Hahnfeld Hoffer Stanford
Manufacturer’s Qualification Statement
P.O. Box 38217 Houston, Texas 77238 (281) 445-8555 Fax: (281) 445-8111 www.mbci.com
Effective September 8, 2015
1
Rev. September 2015
History Incorporated in Texas on March 8, 1976, MBCI opened its first sales office and plant in Houston, Texas, in July 1976. The company expanded over the years and currently operates 26 manufacturing facilities and nine retail locations. MBCI offers more roof, wall, fascia and soffit systems than anyone in the industry. Our metal product solutions include single skin metal panels for roof and wall applications, six standing seam roof systems, insulated metal panels, retrofit roofing systems and solar roofing solutions. MBCI is an ENERGY STARÂŽ partner and has a wide variety of product offerings for energy efficient and sustainable building projects. MBCI is part of NCI Building Systems, Inc., which is listed on the New York Stock Exchange with the stock symbol of NCS. NCI is the largest integrated manufacturer and marketer of metal coil coating, metal components and engineered building systems in the country. NCI has approximately $1.3 billion in annual revenue, nearly 4,600 employees and operates 54 manufacturing and sales offices in the U.S., Mexico and Canada. MBCI Plant locations include: Single Skin Metal Roof & Wall Systems Doors Houston, Texas Lubbock, Texas Oklahoma City, Oklahoma San Antonio, Texas Atlanta, Georgia Richmond, Virginia Shelbyville, Indiana Omaha, Nebraska Memphis, Tennessee Rome, New York Adel, Georgia Salt Lake City, Utah Tolleson, Arizona Atwater, California Ennis, Texas Oskaloosa, Iowa Nicholasville, Kentucky
Insulated Metal Panels Jackson, Mississippi Mattoon, Illinois Richmond, Virginia Shelbyville, Indiana Lewisville, Texas Las Vegas, Nevada
Roll-Up Douglasville, Georgia Houston, Texas Chandler, Arizona
Senior Executive Bill Coleman – President of MBCI Coleman has been with the company for more than 20 years and assumed his current position in April 2014. Coleman began his career with MBCI in 1984 as a Regional Manager. He was then promoted to Sales Manager. In 2002, he became General Manager of Sales for ABC and went onto become the VP of Sales for ABC. Beginning in April 2008, he became the Vice President of Sales for the Components Division. Coleman is a graduate of the University of West Georgia.
2
Rev. September 2015
Senior Management Brad Johnson – Vice President of eco-FICIENT® Sales Johnson was named to his current position in September 2012 where his responsibilities are managing insulated metal panel sales. Johnson has been a Sales Manager and General Manager with MBCI since joining the company in 1996, including his role as General Manager of Metal Depots, a MBCI company. In 2009, Johnson became the General Manager of ecoFICIENT® Sales. He is a graduate of Clemson University. Ken Buchinger – General Manager of Technical Services Buchinger joined the company in 1988. Since accepting his current position in August 2014, his responsibilities include the oversight of Field Services, Claims, Product Development, R&D and Warranties for all divisions within NCI Group, Inc. Buchinger has also been responsible for developing weathertightness warranties, erector training, research and development certifications and the creation of MBCI’s installation manuals and catalogs. He was named a Vice President of MBCI in 2005 and previously was a General Manager since 1998. Diron Johnson – General Manager of Sales Johnson joined the company in 1995 and has served as a MBCI Materials Manager, NCI Purchasing Manager, MBCI Sales Manager, NCI Director of Sourcing for Corporate Purchasing and Assistant General Manager. He was named to his current position in January 2015. Johnson is a graduate of LaGrange College. Tom Perry - General Manager of Sales Perry joined MBCI in 1995 and has served as a Regional Manager and Sales Manager before being appointed a General Manager in 2003. He was also the General Manager to two other Component companies prior to being named his current position in January 2015. Perry graduated from the East Carolina University. Bruce Green – General Manager of Sales Green joined the company in 1989 and has served as Sales Coordinator, Regional Manager and Sales Manager before his promotion to General Manager/Sales in July 2006. Robert Engler – General Manager of Sales Engler has been a Regional Manager and Sales Manager since joining the company in 1982. He was named to his current position in November 2007. Engler is a graduate from Indiana Wesleyan University. Carlin Mueller – Vice President of Manufacturing, Buildings/Components Mueller joined the company in 2007 as a Regional Operations Manager in the Coil Coating Division, was promoted to VP-Manufacturing of the Buildings Division in January 2014 and assumed his current position in September 2015. Mueller has 28 years of quality and manufacturing experience in the steel and metal buildings industries. Mueller is an engineering graduate of the University of Illinois. Marc Church – Regional Operations Manager of Texas Buildings/Components Plants Church joined the company in 2013 as a Plant Manager in the Buildings Division, and was promoted to his current position in September 2015. Church has 30 years in the metal buildings industry, and has an engineering degree from the University of Florida.
3
Rev. September 2015
Joey Chandler – Regional Operations Manager of Eastern Components Plants Chandler joined the company in June 2000 and has held various manufacturing positions including Plant Manager. He was named to General Manager in March 2006 and assumed his current position in September 2015. Ken Witzenman – Regional Operations Manager of Western Components Plants Witzenman joined the company in January 2014 as a General Manager of Manufacturing and assumed his current position in September 2015. He brought with him over 20 years of manufacturing and operational experience in the steel mill industry. In addition to his work history, he also served our country in the Indiana Army National Guard for ten years and attended Huntington University. Matt Buckner – Quality Systems Director of Buildings/Components Manufacturing Buckner joined MBCI in 2012 and was later promoted to Assistant General Manager of Sales for Metal Depots in January 2013. A West Point graduate, Buckner brought over 20 years of management experience with him to MBCI and served five years in the US Army. In June 2014, Buckner became a General Manager of Manufacturing, and he assumed his current position in September 2015.
Operations and Production MBCI is the industry-leading manufacturer of metal roof and wall systems for the architectural, agricultural, commercial, industrial, institutional and residential marks. From concept to completion, MBCI dedicates its staff and facilities to providing quality products and service. With our numerous locations throughout the United States, MBCI utilizes hub-and-spoke distribution and ships orders from the nearest facility located to the job site in order to optimize our service level provided during the construction process. MBCI manufactures 90 percent of what it sells and provides support for both the conventional and engineered building construction industries. MBCI has more than 100 distinct panel profiles in any combination of several gauges of steel or aluminum and three paint systems in smooth or embossed surface textures. Standard light gauge framing products consist of nearly 40 different structural shapes in 18, 16, 14, 13 and 12 gauge steel. Thousands of trims, flashings and accessories are manufactured in gauges compatible with roofing, siding and framing. MBCI is committed to providing sustainable and energy efficient products to our customers. MBCI offers cool paint colors for all of our metal roof panels. When properly used, considering the environment and the slope of the roof, a cool roof can reduce energy consumption, providing significant cost savings while helping to mitigate urban heat islands. MBCI’s eco-FICIENT® insulated metal panels (IMPs) qualify as green building materials for a number of reasons. First, they have high R-values which provide superior thermal performance and reduced energy consumption. Second, IMPs mitigate thermal drift. Third, IMPs qualify as continuous insulation (ci) where required by the International Energy Conservation Code® (IECC) and ASHRAE 90.1. These panels also function as an important part of a Continuous Air Barrier (CAB) system. MBCI’s NuRoof® retrofit roofing system, another sustainable building product, uses light-gauge framing in combination with our metal roofing panels, which are coated in cool paint colors.
4
Rev. September 2015
When applied over an existing roof with metal roof and specified slope, a retrofit system improves the reflectivity and emissivity, provides water runoff solutions and increases the insulation in a roof. NuRoofŽ is ideally suited for a wide-range of substrates including steel, wood or concrete. MBCI offers two types of photovoltaic systems for your building’s roof. The glass-based crystalline silicon solution is a rigid module that can be installed on standing seam metal roofs using a non-penetrating clamp assembly. This option provides the highest energy conversion efficiency at about 10 watts per square foot. The flexible thin film solution is typically adhered to the metal roof panel in an MBCI manufacturing facility, allowing the solar array to be installed as the roofing system is installed. This option has an energy conversion efficiency rate of about five watts per square foot. Totally self-supporting, with in-house design capabilities for manufacturing equipment as well as product development, MBCI maintains a leading position in the metal construction industry. MBCI also operates an independently-owned UL-approved test chamber.
5
Rev. September 2015
CREDIT REFERENCE SHEET NCI Group, Inc. d/b/a Metal Building Components (MBCI) Headquarters: 10943 North Sam Houston Parkway West • Houston, Texas 77064 P.O. Box 692055 • Houston, Texas 77269-2055 (281) 897-7788 www.ncilp.com FEIN:
76-0398132
Dun & Bradstreet No.:
060713047
Type of Business:
Metal Building Fabricator
Officers:
Chairman, CEO & President Executive VP & CFO
Norman Chambers Mark Johnson
Bank Reference:
Mail Credit Inquiry to: Bank of America Credit Inquiry Services Location Code: SC3-250-02-43 P.O. Box 100289 Columbia, SC 29202-3289 (803) 765-4882 - or sign up for an account via www.bankVOD.com and choose either same-day service for $25.00 or 3-day service for $10.00. Requests must be received prior to 3:00 p.m. ET for same day service. Account No. 3750491827 Send All Invoices To:
Accounts Payable Department P.O. Box 692055 Houston, Texas 77269-2055 (281) 897-7695 Trade References:
ArcelorMittal USA LLC 1 S Dearborn, 19th Floor Chicago, IL 60603 T +312 899 3891 | F + 312 899 3601
Atlas Bolt & Screw Co 1628 Troy Road Ashland, OH 44805 (800) 321-6977
Dominion Building Products 3600 Brittmoore St. #190 Houston, TX 77043 (713)934-8570 Fax: (713) 934-8518
US Steel Corp. Attn: Rhonda Davis 600 Grant Street, Room 1344 Pittsburgh, PA 15219 Fax: (412) 433-4583
Conner Industries (lumber and supplies) 12110 Old Stage Road Chester, VA 23831 (804) 706-4229 Rev. September 2015
Financials reported under NCI Building Systems, Inc. Listed on the NYSE as NCS
Bridger Steel’s Premium Paint System Limited Lifetime Warranty Bridger Steel Inc warrants that under normal outdoor atmospheric conditions the exterior paint on our pre-‐painted Galvalume products will meet the following specifications: Film Integrity: Film Integrity of Bridger Steel’s Premium Paint System is for the life of the roof under the original owner. During this period the Premium Paint System will not crack, flake, chip, or peel. Cracks must be visible from a distance of 9ft viewed by the naked eye. Distance from salt water environment must exceed 1750 yards for warranty to apply. Chalk Rating: Bridger Steel’s Premium Paint System will not chalk in excess of a number 8 rating on sidewall applications and 6 on roof applications for 30 years when properly maintained. This is determined by the procedure outlined in ASTM 4214 Method A-‐D659. Fade Rating: Bridger Steel’s Premium Paint System will not change color more than 7 Hunter delta-‐E units on roof applications and 5 Hunter delta-‐E units on sidewall panels as determined by ASTM method D-‐2244 for a period of 30 years. Color change shall be measured on an exposed painted surface that has been cleaned of surface soils and chalk, and the corresponding values measured on the original or unexposed painted surface. Color changes may not be uniform on surfaces that are not equally exposed to the sun and elements and Bridger Steel does not warrant that color changes will be uniform. This warranty has the following conditions: • • •
•
• •
Panels must have sufficient slope of 2.5:12 as to prevent standing water. Purchaser must present with his/her claim the original invoice to establish the date of installation and authenticity of the product. This warranty only applies to building parts installed on buildings within the Continental United States, Alaska, and Canada. This warranty will automatically expire upon any change or transfer of ownership of the property on which the metal coated with Bridger Steel’s Premium Paint System is originally installed. Bridger Steel will provide or pay for the material reasonably necessary to repair or replace, at our option the panels showing the warrantable conditions. The warranty benefits shall not exceed the original purchase price of the affected metal panels or the remedy provided in any other warranty provided by the building owner, whichever is less. This warranty will continue to apply to any metal panels that were repaired or replaced due to a warranty condition, but only for the unexpired portion of the warranty period applicable to the original part. Warranty does not cover the cost of installation only roofing and siding materials. Warranty starts when customer receives materials. Bridger Steel Inc is not responsible and provides no warranty benefits, for any damage or condition resulting from circumstances beyond our control, including any of the following: o Acts of God, falling objects, explosions, or fire. o Harmful fumes or foreign substances in the atmosphere, standing water, or salt spray. o When the roof is not uniformly insulated.
Failure to store or install products coated with Bridger Steel’s Premium Paint System in a way that allows for adequate circulation. Condensation attributed to improper storage before installation will cancel any warranty benefits. o Contact with animals or animal waste. Due to differences in atmospheric conditions and the closer proximity to the sun Bridger Steel cannot warranty any materials installed above 9000 feet in elevation. This warranty will not cover any misapplication of Bridger Steel Premium paint system panels and trim or incorrectly installed materials. Mishandled products will not be warranted, e.g. any product that has been abused, altered, modified, or used in a manner not originally intended, or stored contrary to our instructions. TO THE EXTENT PERMITTED BY LAW, THIS LIMITED WARRANTY AND REMEDIES SET FORTH ABOVE ARE EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES, REMEDIES, AND CONDITIONS, WHETHER ORAL OR WRITTEN, STATUTORY, EXPRESS OR IMPLIED. AS PERMITTED BY APPLICABLE LAW, BRIDGER STEEL SPECIFICALLY DISCLAIMS ANY AND ALL STATUTORY OR IMPLIED WARRANTIES, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTIBILITY, FITNESS FOR A PARTICULAR PURPOSE, AND WARRANTIES AGAINST HIDDEN OR LATENT DEFECTS. IF BRIDGER STEEL CANNOT LAWFULLY DISCLAIM STATUTORY OR IMPLIED WARRANTIES THEN TO THE EXTENT PERMITTED BY LAW, ALL SUCH WARRANTIES SHALL BE LIMITED IN DURATION TO THE DURATION OF THIS EXPRESS WARRANTY. EXCEPT AS SPEFICALLY PROVIDED IN THIS WARRANTY BRIDGER STEEL SHALL NOT BE LIABLE OR RESPONSIBLE TO THE PURCHASER OR ANY OTHER PERSON FOR DIRECT, SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES RESULTING FROM ANY BREACH OF WARRANTY OR CONDITION, OR UNDER ANY OTHER LEGAL THEORY, INCLUDING BUT NOT LIMITED TO LOSS OF USE; LOSS OF REVENUE; LOSS OF PROFITS; DAMAGES TO THE BUILDING; LOSS OF OR DAMAGE TO OTHER EQUIPMENT OR PROPERTY; OR ANY OTHER INDIRECT OR CONSEQUENTIAL LOSS OR DAMAGE HOWSOEVER CAUSED. o
• • • •
•
Project Name______________________________________________________________________ Project Address_____________________________________________________________________ Owner Name_______________________________________________________________________ Installer Name______________________________________________________________________ Bridger Steel Coil Number________________________________________________________________ Bridger Steel Invoice Number__________________________________________________________
X Bridger Steel Representative
Dated______________________________
BattenLokÂŽ HS Technical/Installation Information
COLOR CHART
ARCHITECTURAL • Final
color selection should be made from actual color chips.
• For the most current information available, visit our website at www.mbci.com. • All products are available in smooth or embossed finish. • Trim is available in all colors. • Review the sample warranty for complete performance attributes and terms and conditions.
PER SPECIFICATION DOCUMENTS
SIGNATURE 300 ®
STANDARD COLORS
HARBOR BLUE ✭
COLONIAL RED ✭
MEDIUM BRONZE ✭
PACIFIC BLUE ✭
NATURAL PATINA** ✭
SNOW WHITE ✭
SLATE GRAY ✭
ALMOND ✭
MIDNIGHT BRONZE ✭
CLASSIC GREEN ✭
EVERGLADE ✭
BROWNSTONE ✭
TUNDRA ✭
SPRUCE ✭
HUNTER GREEN ✭
BRITE RED** ✭
BONE WHITE** ✭
SR .28 SRI 30
SR .65 SRI 79
SR .33 SRI 36
SR .49 SRI 55
SR .34 SRI 37
SR .37 SRI 41
SR .47 SRI 54
SR .70 SRI 85
Minimum quantities and/or extended lead times required. ** Please inquire.
SR .33 SRI 36
SR .63 SRI 76
SR .46 SRI 53
SR .29 SRI 31
SR .29 SRI 31
SR .36 SRI 40
SR .41 SRI 47
SR .28 SRI 30
SR .35 SRI 39
SIGNATURE 200 ®
STANDARD COLORS
Siliconized Polyester
Polar White is a Straight Polyester.
BURNISHED SLATE ✭
POLAR WHITE ✭
CHARCOAL GRAY ✭
LIGHT STONE ✭
RUSTIC RED ✭
KOKO BROWN ✭
FERN GREEN ✭
COAL BLACK ✭
HAWAIIAN BLUE** ✭
SOLAR WHITE** ✭
SR .28 SRI 29
SR .58 SRI 69
SR .28 SRI 29
SR .28 SRI 30
SR .28 SRI 30
SR .30 SRI 31
SR .50 SRI 58
SR .32 SRI 35
SR .36 SRI 40
SR .74 SRI 91
SIGNATURE 300 ®
METALLIC
Metallic coatings are directional. Panels and trim must be installed oriented in the same direction to prevent perceived shade variances.
COPPER METALLIC** ✭ SR .45 SRI 51
SILVER METALLIC ✭ SR .52 SRI 60
** Minimum quantities and/or extended lead times required.
Please inquire. Signature® is a registered trademark of NCI Group, Inc.
✭
ENERGY STAR® Qualied
COLORATION IMAGINATION HUNTER GREEN ✭
SILVER CREST ELEMENTARY SCHOOL Location HERRIMAN, UT Panel Profile ROOF: CRAFTSMANTM HB
COAL BLACK ✭
ORANGE*
HARLEY-DAVIDSON SHOP & STORE Location GILLETTE, WY Panel Profile ROOF: BATTENLOK® HS, PBR PANEL WALL: PBR PANEL * Custom Color
BRITE RED ✭
CHARCOAL GRAY ✭
URBAN LOFTS Location HOUSTON, TX Panel Profile WALL: PBR PANEL, PBC PANEL
2"2"
LB-12 TM LB-12 CRAFTSMAN SERIES FIELD-SEAMED SYSTEM
ULTRA-DEK
12" 12" 12"
3 3 38""8" 8
L-12 LOKSEAM TM NUWALL QWIKLOK QWIKLOKTM
3"
HB-12 SB-12 HB-12 SHADOWRIBTM 2"
3"
DOUBLE-LOK® 1 1 2"
3
ARTISAN SERIES
12" 12"
3"
12.0 12.0Flat Flat ® 4" 4" 4" DESIGNER SERIES ® NUWALL NUWALL®
1"
16"
1 1 2"
ith Beads)
12" 11
11 " 2 2"
2"
5 1 4"
TM
33 " 1616"
NUWALL®
NUWALL NUWALL CLASSIC SERIES
®
24"
® ® TRADITIONAL 2 1 2" TRADITIONAL
1
1"
2"
12" 12"
1 55 88 1
1 1 2"
24" 24"
2" 2"
6"
6" 1 33 16 1 16
12"
B-12C ILM-240-3 (with Beads) B-12C SNAP-TOGETHER SYSTEM SNAP-TOGETHER SYSTEM SNAP-TOGETHER SYSTEM 12" and 18" Also Available FW 120-1 (with Bead) 12" and 18" 12"Also andAvailable 18" Also Available SNAP-TOGETHER SYSTEM 6" SNAP-TOGETHER SYSTEM 4"6"
6"
4"
3"
3"
12"
18"
"
3" 3"
6"
4" 4"
12"
6"
1"
1 1 4"
1"12"
1"
® SERIES ARTISAN 2 1 2"
1" 2 1 2" 1"
L-12 L-12 (with Beads) 12" 12" 12" 4" 12"
12" 4" L-12
2"
QWIKLOK
6"
2 1 2"
12"
2" 2"
24" 24" 6" 6"6" ILM-240-0 6"
2"
.33
1 11 22"" 1
1
16"
6"
11
2"
24" 6"
6"
ILM-180-0 3" ILM-180-0 3"
4"
1"
ULTRA-DEK
18" 18" 6" 6" 3"
DOUBLE-LOK
DOUBLE-LOK®
24" (Wall
Panel) (Wall Panel) FIELD-SEAMED SYSTEM Field Seamed System 12" Available 12"and and18" 18"Also also available
TM FIELD-SEAMED SYSTEM SHADOWRIB
1 1 2" 1 1 2"
12" and 18" Also Available
CLASSIC® SERIES 16" CLASSIC® SERIES SHADOWRIBTM
3"
®
3" FIELD-SEAMED SYSTEM 1 " 3" 124" 2 Available 12" and 18" Also DOUBLE-LOK® 1 1 2"
1
"
1
® 1 LOKSEAM 1 1 44""
(Wall Panel) Panel) (Wall
.63
76
.29
CLASSIC®® SERIES SERIES CLASSIC 31
.28
30
.33
36
.47
54
1" 1" 3" 3" 12" 12"
.46
53 P-12 (Roof Panel)
.36
40
.41
47
.49
55
P-12 (Roof Panel) 16" 16" Also Also Available Available
85 8"
"
1 3 4" 1 3 4"
SRI #
.45
51
.52
60
24" 24"
1 11 44"" 1
16"
1
16" 3 " 8
.28
LOKSEAM®SUPERLOK®
6"POLAR WHITE 1 1 1 4"" 1
1 4® LOKSEAM 18"
CHARCOAL GRAY®
1
3
2"
ILM-240-0 SR # ILM-240-0
1 " ® BURNISHED SLATE 16 SUPERLOK
.58
6" 6" 16" 16"
6" 6"
"
16"
3
"
16" 1 2" 16" 16" 1
2"
6" 6"
.28 .28
.30 .74
SUPERLOK®16" 2" 16"
CURVED BATTENLOK® 16"
24" 24"
2"
40 30 29
2" Beads) IL-240-3 (with
16"
SOLAR WHITE
1
1 11 44"" 1
35
2"
1 ®" 16 SUPERLOK
16"
30
.32 1 3 4"
1 " 16 COAL BLACK
1
6" 6" 2" 2"
69 6" 6"
1 4 .50 ILM-240-3 (with Beads) Beads)58 ILM-240-3 (with
CURVED BATTENLOK 6" 6" 6" 6"
16 FERN GREEN 16"
SRI #
29
1 3 4" 24" 24"
.28
8"
® ® CURVED BATTENLOK BATTENLOK RUSTIC RED .36 ®
1
3"
5 11 44"" 5
2" SIGNATURE 200 - SILICONIZED POLYESTER
SUPERLOK
3"
1 11 22"" 1
16" 16"1
®
KOKO BROWN ® 16" ® BATTENLOK 5 1 4" 5 1 4"
41
3
1 2 ® BATTENLOK
18"
6"
79
.37
SR #
16" BATTENLOK 24" 24" 1 " 1 "18" 16 16 ILM-180-2 (with Beads)LIGHT STONE 6" ®6" 1 " 3 " 1 2 SYSTEM DOUBLE-LOK 8 3" SNAP-TOGETHER TM 16" SHADOWRIB 12" and 18" Also Available 1 "BLUE HAWAIIAN 24" TM SHADOWRIB 1 " 16 16
Snap-Together System 16" SNAP-TOGETHER SYSTEM IL-240-3 (with Beads)12"12" and 18" alsoAvailable available and 18" Also 16"
1"
3"
.65
®
16"
COPPER METALLIC
2"
39
8 1 " SIGNATURE 300 METALLIC 16
6"
31
3" 3"
.35
3
SILVER METALLIC BATTENLOK®
18" 2" 18"
2"
36
.70
18" 18" 1
Trapezoidal Leg
ULTRA-DEK
4"
BONE WHITE
2" IL-240-3 (with Beads)
16
24" 24" Field Seamed System 24"
6"
1
3" ILM-240-3 (with Beads) 3"
12" and 18" Available Available 12"Also and 6" 24" 18" Also ® 6" ®
6"
111 12"2"
2" 2"
FIELD-SEAMED SYSTEM ULTRA-DEK SNAP-TOGETHER SYSTEM 12" and 18" Also Available FIELD-SEAMED SYSTEM ILM-240-3 (with Beads)
1"
1 1 4"
FW 120-2 FWSPRUCE 120-2 (with (with Beads) Beads) 6"6"
1 1 2" 16" 16"
IL-240-3 (with Beads)
FW 120-0
TUNDRA
TM TM SHADOWRIB 6" 6" SHADOWRIB 37
6"
.29 2"
FW 120-0 ALMOND 12" 12"
30
24"
.34
1 1 1 1 22""
MIDNIGHT BRONZE
SRI #
.28
3" 6"
SLATE GRAY
2"
®
12"
FW 120-0 FW 120-0
2"
24" 16" 24"
Field Seamed System
24"
6"
2" 1 1 2"
TM QWIKLOK 2 1 2"
12" 12"
11 16"" 16
DOUBLE-LOK®
11
TM
2"
4
ARCHITECTURAL PANELS L-12 TM (with Beads) QWIKLOK ARCHITECTURAL QWIKLOK™ PANELS 12" 12"
1
161" 16" 16" 16" ILM-240-0 ® ® DOUBLE-LOK ULTRA-DEK 11 16""
16"Also AlsoAvailable Available 16"
21
16" 16"
1
3" 3" 1" 12" 6" 3" 3" 12"
12" 16" also available P-12 (Roof Panel) P-12 (Roof P-12 (Roof Panel) 4" Panel) 4" 4" 16" Also Available L-12 (with Beads) 16" Also Available 16" Also Available P-12 (Roof Panel) P-12 (Roof Panel)
2"
CURVED 16" BATTENLOK 6" 16" 16"
3"
4"
SR #
1" 12" 12"
ARCHITECTURAL PANELS PANELS ARCHITECTURAL
3 113 44"" 24" 24"
12" also available ® SYSTEM SNAP-TOGETHER CURVED BATTENLOK ® ® CURVED BATTENLOK CURVED BATTENLOK 12" and 18" Also Available SNAP-TOGETHER SYSTEM ® CURVED BATTENLOK 12"BATTENLOK and 18" Also ®Available® CURVED 11 "
24"
1" 1"
L-12 ® ASSIC SERIES -3 (with Beads) ® ® CLASSICCLASSIC SERIESQWIKLOK SERIES ®TM CLASSIC SERIES SERIES ARTISAN®TM 80-2 (with ® Beads) 4" 4" 4" CLASSIC SERIES QWIKLOK 1" LASSIC® SERIES 1"
161" 4 16"
ILM-180-2 (with Beads)
1 1 2" (with L-12 5 1 4"1 Beads) 1 5 Beads) 5 4" 4" L-12 (with ® (Wall Panel) 11 4"" SERIES ARTISAN 4 (Wall Panel) (Wall55Panel) L-8 & L-10 also1available 6" 6" (Wall Panel) Panel) 1 2" (Wall
6"
2"
HUNTER GREEN
1 3 4"
12" and and 18" 18" Also Also Available Available 12"
®
16" P-12 (Roof Panel)
3 ILM-240-0 8"ILM-240-0
1 1 4"
ILM-240-3 (with Beads)
1 " 16" Also Available PACIFIC BLUE 16
1 3 4"3 1 4"
6"
FIELD-SEAMED SYSTEM SYSTEM FIELD-SEAMED
® SUPERLOK ® ® ® FLEXLOK FLEXLOK SUPERLOK SUPERLOK NATURAL PATINA ® 1 ® ®10 SUPERLOK 1 " 2" SUPERLOK SUPERLOK ®10 2 24" 3 " IL-240-3 (with ULTRA-DEK16" Beads) BRITE REDLOKSEAM® 3 16" 16" IL-240-3 (with Beads) 16 " 16 ® ® ULTRA-DEK 6" 6" 6" 6" 1 LOKSEAM 2" 6" 1 11 "
18"
1 2"1 1 2" 3" 3" ILM-180-0 1 111 22"" 18"
1 33 44"" 1
6"
SIGNATURE 300
12" SNOW WHITE 12"
1 " Also 1 Available 1 16" 4 161" 1 " 16" 1" " 16" 161 16 2" 2 11 16"" 16 Field Seamed System 6"6" 12"®also available
1" 1"
3" (with Beads) 0-3 13"
24"
3"
ILM-180-0
FIELD-SEAMED SYSTEM 12"and and18" 18"Also AlsoAvailable Available ® 12" ARTISAN® SERIES ARTISAN SERIES6" LM-240-0 ARTISAN® SERIES
16" 4" 4"
6"
16"
111 14"4"
1" Snap-Together System 11 16"" 16 12" and ® 16" also available 6" 3" ® 1
2 11 22"" 2
24" FIELD-SEAMED SYSTEM FIELD-SEAMED SYSTEM 12" and 18"FIELD-SEAMED Also Available1 1 4" SYSTEM 12" and 18" 12"Also andAvailable 18" Also Available FIELD-SEAMED SYSTEM
16" 4" 16" 16" 4" 1 1 4"
6"
MEDIUM BRONZE 3 3 4"" 4
16"
24" 24" 24"
16" Also 1 Available
16" Also ® 1 4" Available SUPERLOK 16"
1
2"
11
24" 24" IL-180-0, IL-180-2 (with Beads) & IL-240-0 also available
12" ADOWRIBTM TM SHADOWRIB 24" SHADOWRIBTM L-12 TM " 6" TM 6" 16" SHADOWRIB L-12 HADOWRIB 1 1 4"
16"
16"
ILM-240-0 DOUBLE-LOK®® DOUBLE-LOK
5 1 4"
6"6" 6"6" 6"6" 6"6" NUWALL 6" NUWALL 11 14"4" CLASSIC GREEN 111 14"4" FW 120-1 120-1 (with (with Bead) Bead) FW BATTENLOK®12"® ® ® BATTENLOK NUWALL BATTENLOK EVERGLADE 2" BATTENLOK HS ® ® BATTENLOK 12" ILM-180-2 (with BATTENLOK 12" ILM-180-218" (withBeads) Beads) ILM-240-3 (with 16" 12" ILM-240-324" (withBeads) Beads) P-12 (Roof 12" BROWNSTONE 4" 4" 4" 16" Panel) 16" 1 11 22"" 4" 4" 4" 1
1 " 16" 2
UBLE-LOK® ® DOUBLE-LOK DOUBLE-LOK® ® FW 24" 120-2 (with Beads) DOUBLE-LOK OUBLE-LOK® IL-240-3 24" (with 24"Beads)
1
4"
1
3"3"
(Wall Panel) P-12 P-12(Roof (RoofPanel) Panel)
1
® CURVED BATTENLOK 1
1"1"
SR/SRI CHART 6"
24" 24"
18" 12" 18"
18" 18" 6"6"
6"
6" 4"
6"
4"
18" 3 " 8 3 3" ILM-180-0 ® 8" 3"ILM-180-0 3" CLASSIC SERIES18" 18" 1 " 33 8"" 161 12.0 Flat 3" 1 " 8 3" " 12.0 Flat 16 16
1 1 2"
12"and and18" 18"Also AlsoAvailable Available 12" 12" 24"
18"
12" and and 18" 18" Also Also Available Available 12"
24"
® COLONIAL RED CURVED 12"BATTENLOK
®16.0 Fluted 16.0 LOKSEAM ® Fluted ®® 111 14"4" LOKSEAM LOKSEAM LOKSEAM ®® LOKSEAM LOKSEAM 12"
4"
8"
1" 1"
16"
HARBOR BLUE
(Wall Panel)
18" 18"
11
51
2"
1 2 2 1 22""
3"
ILM-240-0
6"12" 12"
2"
STANDING SEAM11 16" 16" FW 120-2 (with Beads) Vertical Leg
1 1 4"
1 3 16 16 1
12" FLEXLOK® 12" 1 1 2" TRA-DEK® ® S-12C ULTRA-DEK ULTRA-DEK®S-12C 101 2 " P-12 (Roof Panel) ® 3 / LINER PANELS ULTRA-DEK 24" Available 24" 16" 16" LTRA-DEK®WALL Also 24" FW 24" 120-0 6"
3"
DESIGNER SERIES
3" ARCHITECTURAL PANELS 3 3
1
16"
24" 24" 16"
1
SNAP-TOGETHER SYSTEM SYSTEM SNAP-TOGETHER
4" 4"
12" 12"
12" 16" ® 1 1 2" 4" 4" SERIES 4" ® DESIGNER
12"
4" 16" 4" 4"
L-12 (with (with Beads) Beads) L-12 1
ILM-180-0
SHADOWRIB 16¹⁄₂” also available
®
1 3 4"
3"
HB-12 HB-12 FW 120-1 TM (with Bead)
12"
3
11 " 1616"
1 3 4"
11
TM QWIKLOK 2" QWIKLOKTM 2" CLASSIC® SERIES ILM-180-2 (with Beads)
1 1 2"
1" 1"
BATTENLOK®
6"
12" 12"
3 3 8"" 8 12"
1 10 1012 2" "
2 1 2"
4" 4"
18" 2"
2
® QWIKLOK FLEXLOK FLEXLOK® 12.0 Flat (Wall Panel)
1 3 4" 1 3 4"
2
LB-12 LB-12 16" FW FW120-2 120-2(with (withBeads) Beads) 1 " 16 FIELD-SEAMED SYSTEM FW 120-0 12" and 18" Also Available
1 3 4"
18"
L-121 SHADOWRIB ® CLASSIC CLASSIC®SERIES SERIES
2" 2" 12" 4"4" 24" 4"4"BATTENLOK 2" ® 111 12"2" 2" CURVED 12" 11 "
4"4"
16" 16"
SUPERLOK® ® ULTRA-DEK ULTRA-DEK®
TM L-12 16"
16"
1
16" Also Available
16" 12"
221 12"2"
12" 12"
12" 3 "
12" 16.0 Fluted
3"
"
1
3"
SERIES ARTISAN (Wall (WallPanel) Panel)
1" 16" 1 " 1" 3 SNAP-TOGETHER SYSTEM 3 8"" 12" 1 12 " 8 12" 12" and 18" Also Available
1
® LOKSEAM ® SERIES ARTISAN
12" 12"
3"
16" ® 16" CURVED CURVEDBATTENLOK BATTENLOK®
111 12"2" FIELD-SEAMED SYSTEM 551 14"4" 12" and 18" Also ® Available
3"
FW FW120-0 120-012"
1"
16" Also Available
2"
2"
SB-12 SB-12 1 4 FW FW120-1 120-1(with (withBead) Bead) TM L-12 (with Beads) NUWALL SHADOWRIB NUWALL ® SHADOWRIB™ ARCHITECTURAL PANELS 12" P-12 (Roof Panel) DOUBLE-LOK 12" 12"
4"
16"
3"3"
TM CRAFTSMAN™ SERIES TM CRAFTSMAN SERIES ® CRAFTSMAN SERIES SUPERLOK
FIELD-SEAMED SYSTEM
® BATTENLOK P-12 (Roof Panel)
16" 24" 16"
111 12"2"
24"
2 1 2"
3 1" 11 34"4" HB-12 CLASSIC® SERIES
12" and L-12 18" Also Available
with Bead)
1
16" 16"
12" 11 " 1616"
16" 16"
3"
16
FWTM 120-2 (with Beads) SHADOWRIB CURVED BATTENLOK DOUBLE-LOK SHADOWRIB®TM
3
3
1"
®® SUPERLOK SUPERLOK 1 "
®
®
11 " 1616"
18"
12" and 4" 18" Also 4" Available 4" 1 1 2"
8"
16" ARCHITECTURAL PANELS ARCHITECTURAL PANELS 8¹⁄₂" and 9¹⁄₂" also available TM 1 " ® QWIKLOK 16 ULTRA-DEK
12" 12" 12"
3"3" 3"
1 3 4"
"
® 2" BATTENLOK
5 1 4"
2"
®
0-0
113 34"4"
(Wall Panel)
12" 24" 8" 16.0 16.0Fluted Fluted
3
101
1 1 2"
16" 16" LB-12
16"
2"
® FLEXLOK FLEXLOC
® DESIGNER SERIES DESIGNER DESIGNERSERIES SERIES®
1 1 2"
1
12" 16 12" L-12 (with Beads)
16"
1
16"
LOKSEAM® CLASSIC® SERIES
1 1 2"
FW 120-1 (with Bead) FIELD-SEAMED FIELD-SEAMEDSYSTEM SYSTEM 12" 12"and and18" 18"Also AlsoAvailable Available SNAP-TOGETHER SYSTEM 12" 2"
16"
4" 12"18"1"
4"
1
SNAP-TOGETHER SYSTEM 12" 2"and 18" Also 12" Available ®
4" 221 12"2" 2 1 2"
24" 24" 12" 24"
1"SUPERLOK® ®
1" 2"2"
24"
12"
URAL PANELS
" "
12"
NUWALL®
12" and 18" Also Available
®
2" ULTRA-DEK
12.0 Flat ARTISAN3"® SERIES
B-12C
2"
2"
31
91
6" 6"
1 1 1 1 22""
8"
SOLAR REFLECTIVITY (SR) Solar reectivity or reectance (SR) is the ability of a material to reect solar energy from its surface back into the atmosphere. The SR value is a number from 0 to 1.0. A value of 0 indicates that the material absorbs all solar energy and a value of 1.0 indicates it is all reflected. ENERGY STAR® requires SR testing of both new and aged roof products. New products must have an SR value of 0.25 or higher for steep slope (above 2:12) roong and an SR value of 0.65 or higher for low slope (2:12 or less) roong. Aged testing takes three years to complete, so not all products that meet the initial requirements are qualied. For more information, please visit www.energystar.gov.
SOLAR REFLECTANCE INDEX (SRI) The SRI is used to determine compliance with LEED requirements and is calculated according to ASTM E 1980 using values for reectance and emissivity. Emissivity is a material’s ability to release absorbed energy. To meet LEED requirements, a roong material must have an SRI of 29 or higher for steep slope (above 2:12) roong and an SRI value of 78 or higher for low slope (2:12 or less) roong. For more information, please visit www.usgbc.org.
CUSTOM COLORS AND ACCESSORIES If you’re looking for a color that isn’t on our chart, let us know and we’ll work with you to nd the exact color offering you need. MBCI also has a large selection of standard trim and ashing for each of its metal roof and wall panels. All trim and ashing are available in the same gauge and nish as our panel systems. Additionally, MBCI can make most any custom trim you require. Gutter systems are also available and can be ordered to match or in any other color you choose.
For complete performance specifications, product limitations and disclaimers, please consult MBCI’s Paint and Galvalume Plus® warranties. Upon receipt of payment in full, these warranties are available by request for all painted or Galvalume Plus® prime products. Contact your local MBCI Sales Representative or visit www.mbci.com for sample copies.
FOR THE MOST CURRENT INFORMATION AVAILABLE, VISIT OUR WEBSITE AT WWW.MBCI.COM Houston, TX | 877.713.6224 Adel, GA | 888.446.6224 Atlanta, GA | 877.512.6224 Atwater, CA | 800.829.9324 Dallas, TX | 800.653.6224
Indianapolis, IN | 800.735.6224 Lubbock, TX | 800.758.6224 Memphis, TN | 800.206.6224 Oklahoma City, OK | 800.597.6224 Omaha, NE | 800.458.6224
Phoenix, AZ | 888.533.6224 Richmond, VA | 800.729.6224 Rome, NY | 800.559.6224 Salt Lake City, UT | 800.874.2404 San Antonio, TX | 800.598.6224 11-15
BattenLok® HS
ROOFING SYSTEM GENERAL DESCRIPTION
16" or 12" 2" With Striations
Coverage Width - 16" or 12" Minimum Slope - 1/2:12 Panel Attachment - Low, High (Fixed or Floating) or Utility (No insulation clearance) Panel Substrate - Galvalume® (standard) Gauge - Standard: 24 ; Optional: 22 Finishes - Smooth Striated (standard)* or Embossed Striated and SMooth or Embossed Striated with Pencil Ribs Coatings - Signature® 200, Signature® 300, Signature® 300 Metallic
PRODUCT SELECTION CHART Signature® 300 Metallic PRODUCT
Signature® 300
Signature® 200
Galvalume Plus®
24 Ga.
22 Ga.
24 Ga.
22 Ga.
24 Ga.
22 Ga.
24 Ga.
22 Ga.
BattenLok® HS 16" Wide 12" Wide
Signature is a registered trademark of NCI Group, Inc. Galvalume Plus is a registered trademark of BIEC International.
— Available in any quantity. — Minimum quantity may be required. Other colors, finishes, gauges, and materials available; please inquire. * Striated panels are standard to reduce “oil canning”.
CAUTION
Diaphragm capabilities and purlin stability are not provided by manufactures BattenLok® HS roof system. Therefore, other bracing may be required to conform to A.I.S.C. or A.I.S.I. specifications. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-3
BattenLok® HS
ROOFING SYSTEM ARCHITECT/ENGINEER INFORMATION 1. BattenLok® HS is a mechanically seamed roof system. BattenLok® HS panels are available in 12" and 16" widths. Factory applied mastic inside of female leg of panel is standard. 2. BattenLok® HS is a structural roofing panel. This panel can be installed directly over purlins or bar joists. It does not require a solid substructure for support. The BattenLok® HS roof system has several different UL 90 construction numbers. 3. BattenLok® HS is recommended for roof slopes of ¹⁄₂:12 or greater. 4. Weathertight and aesthetically pleasing endlaps may be accomplished through the use of swaged and prepunched panels. 12" wide panels are not prepunched for endlaps. The manufacturer provides a prepunched back-up plate at the endlap for weathertightness. Swaged endlaps require the roof erection to proceed from right to left as viewed from the eave looking toward the ridge. Roofs with no endlaps and less than 6:12 may be erected from either direction. 5. Heavier gauges, striations and embossing and installation over a solid deck minimize oil canning. Industry standard is a minimum 24 gauge material. Striations are standard to reduce oil canning. Oil canning is not a cause for rejection. Panels are available with the option of striated with pencil ribs. 6. Substructure must be on an even plane from eave to ridge to avoid panel distortion (¹⁄₄" in 20', ³⁄₈" in 40' tolerance). 7. All panels require end sealant at eave and valley conditions; however, for illustration purposes, this sealant is not shown on all drawings. 8. For proper fastener application, see Product Checklist. 9. All perimeter trim dimensions in this manual are based on a wall panel thickness of 1¹⁄₄" ("PBR" Panel). Any variation from this wall panel thickness may affect the perimeter trim dimensions. 10. The information in this manual is believed to be correct and accurate. 11. Drawings in this manual utilize the low floating clip. Clips are available in low or high fixed, low or high floating and utility. 12. Avoid restricting the thermal expansion and contraction of the BattenLok® HS panels. (ie: Do not attach panel to the substructure at both the eave and ridge.) However, panels must be attached to the substructure at one end to prevent their sliding downslope. 13. BattenLok® HS panels are not designed to be work platforms. Avoid any unnecessary foot traffic on BattenLok® HS panels. If foot traffic is required, protect the roof panels by using soft soled shoes and some type of roof pad, temporary deck, or walkway. 14. WARNING: Light transmitting panels are not designed or intended to bear the weight of any person walking, stepping, standing or resting on them. THE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, that any person can safely walk, step, stand or rest on or near these light transmitting panels or that they comply with any OSHA regulation. 15. A vapor retarder may be necessary to protect roofing components when high interior humidity is a factor. The need for a vapor retarder, as well as the type, placement and location should be determined by an architect or engineer. The following are examples of conditions that may require a vapor retarder: (A) Projects where outside winter temperatures below 40°F are anticipated and where average winter interior relative humidity of 45% or greater is expected. (B) Building usages with high humidity interiors, such as indoor swimming pools, textile manufacturing operations, food, paper or other wet-process industrial plants. (C) Construction elements that may release moisture after the roof is installed, such as interior concrete and masonry, plaster finishes and fuel burning heaters. 16. Typically, when wood decks are used, they are temporarily protected by the installation of a moisture barrier over the wood deck. If utility clips are to be used, the BattenLok® HS panel will lay tight to the wood deck. If tin tabs are used to attach the moisture barrier to the deck, they must be covered with duct tape or some other material to prevent them from rusting the back side of the panels. Also, plastic washers may “telegraph” through the panels. 17. Field cutting of the panels should be avoided where possible. If field cutting is required, the panels must be cut with nibblers, snips, or shears to prevent edge rusting. Do not cut the panels with abrasive saw blades, grinders, or torches.
CAUTION Application and design details are for illustration purposes only, and may not be appropriate for all environmental conditions or building designs. Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices. BHS-4
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
ENGINEERING UNDERWRITERS LABORATORIES APPROVAL BattenLok® HS
Substrate
UL-2218 Impact Resistance
UL-263 Fire Rating
UL-580 Rating
5'-0 ¹⁄₁₆"
Open Framing
Class 4
Class A
Class 90
N/A
5'-0 ¹⁄₄"
Open Framing
Class 4
Class A
Class 90
24 min.
**
5'-0 ¹⁄₄"
Open Framing
Class 4
Class A
Class 90
16"
24 min.
**
2'-6"
Composite System
Class 4
Class A
Class 90
437
16"
24 min.
**
5'-0"
Plywood
Class 4
Class A
Class 90
449
16"
24 min.
*
5'-0"
Open Framing
Class 4
Class A
Class 90
451
16"
24 min.
*
2'-0"
Composite System
Class 4
Class A
Class 90
452
16"
24 min.
*
2'-0"
Composite System
Class 4
Class A
Class 90
487
16"
24 min.
**
4'-0"
Composite System
Class 4
Class A
Class 90
Construction Number
Panel Width (In.)
Clip Clip Type Spacing
Gauge
90
16"
24 min.
*
176
16"
24 min.
180
16"
238B
* Fixed or Floating (high or low) ** Fixed or Floating (high, low, or utility) NOTES: 1. Tests procedures are in accordance with Underwriters Laboratories Standard UL-580 under “Tests For Uplift Resistance of Roof Assemblies”. 2. A detailed installation method is available for each Construction Number above and can be found in the UL Roofing Materials and Systems Directory. The panels must be installed in a certain manner to achieve the published results. 3. The panel qualifies for a Class A fire rating in compliance with Underwriters Laboratories Standard UL-263 when installed over a non-combustible substrate. A Class C fire rating can be obtained over a combustible deck. 4. The panel system qualifies under the following Fire Resistance Design Numbers: P225, P227, P230, P237, P265, P268, P508, P510, P512, P701, P711, P720, P722, P726, P731, P734, P801, P815, and P819. Refer to the UL Fire Resistance Directory for specific construction methods and hourly ratings. 5. BattenLok® HS panels carry a Class 4 rating under UL-2218 “Test Standard For Impact Resistance”.
BattenLok® is a registered trademark of NCI Building Systems, L.P. Galvalume® is a registered trademark of BIEC International, Inc. Vise-Grip® is a registered trademark of American Tool Companies, Inc. BHS-6
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
ENGINEERING BattenLok® HS
16"
16" 2"
2"
Striated with Pencil Ribs
With Striations
SECTION PROPERTIES NEGATIVE BENDING
POSITIVE BENDING
PANEL
Fy
WEIGHT
Ixe
Sxe
Maxo
Ixe
Sxe
Maxo
GAUGE
(KSI)
(PSF)
(IN.4/FT.)
(IN.3/FT.)
(KIP-IN.)
(IN.4/FT.)
(IN.3/FT.)
(KIP-IN.)
24
50
1.38
0.0574
0.0538
1.6096
0.1324
0.0779
2.3324
22
50
1.72
0.0794
0.0776
2.325
0.1779
0.1057
3.1654
NOTES: 1. All calculations for the properties of BattenLok® HS panels are calculated in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members. 2. Ixe is for deflection determination. 3. Sxe is for bending. 4. Maxo is allowable bending moment. 5. All values are for one foot of panel width.
The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of ColdFormed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-9
BattenLok® HS
ENGINEERING BattenLok® HS
16"
16"
2"
2" With Striations
Striated with Pencil Ribs
ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 24 Gauge (Fy = 50 KSI)
SPAN TYPE
LOAD TYPE
SPAN IN FEET 2.5
3.0
3.5
4.0
4.5
5.0
5.5
SINGLE
LIVE
162.0
135.0
115.7
112.6
88.9
72.0
59.5
2-SPAN
LIVE
162.0
126.9
93.3
71.4
56.4
45.7
37.8
3-SPAN
LIVE
162.0
135.0
115.7
89.3
70.5
57.1
47.2
4-SPAN
LIVE
162.0
135.0
108.8
83.3
65.8
53.3
44.1
22 Gauge (Fy = 50 KSI)
SPAN IN FEET
SPAN TYPE
LOAD TYPE
2.5
3.0
3.5
4.0
4.5
5.0
5.5
SINGLE
LIVE
233.4
194.5
166.7
151.3
119.5
96.8
80.0
2-SPAN
LIVE
233.4
182.7
134.3
102.8
81.2
65.8
54.4
3-SPAN
LIVE
233.4
194.5
166.7
128.5
101.5
82.2
68.0
4-SPAN
LIVE
233.4
194.5
156.7
120.0
94.8
76.8
63.5
NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Strength calculations based on the 2012 AISI Standard “North American Specification for the Design of Cold-formed Steel Structural Members.” 3. Allowable loads are applicable for uniform loading and spans without overhangs. 4. LIVE load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/180 under strength-level loads. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart. 6. The use of any field seaming equipment or accessories including but not limited to clips, fasteners, and support plates other than tha provided by the manufacturer may (eave, backup, rake, etc.) damage panels, void all warranties and will void all engineering data. 7. This material is subject to change without notice. Please contact MBCI for the most current data.
The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for coldformed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.
BHS-10
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST BattenLok® HS Panel
• Recommended for use when clips are attached directly to bar joists.
Clip, Floating (Optional) 16" or 12" 2 ³⁄₈"
16" 12"
2" With Striations
• Low – For use with or without ³⁄₈" thermal spacer.
LOW
16"
HW-240
3"
2"
16"
Striated with Pencil Ribs
• Low – For use with or without ³⁄₈" thermal spacer.
Clip, Floating 2 ³⁄₈"
HW-220
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer.
HIGH
HW-242
• For use at ridge and endlaps • Prepunched • 16 gauge red oxide
Back-Up Plate
LOW
3"
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer.
HIGH
HW-222
16" Wide
Rake Support
• Low – For use with or without ³⁄₈" thermal spacer
Clip, Fixed 2 ³⁄₈"
HW-226
• • • •
LOW
3 ¹⁄₂"
HW-7722 - High
HIGH 3"
HW-7712 - Low
2 ⁷⁄₈"
Rake Support Utility
• • • •
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer
HIGH
HW-224 Clip, Utility
2"
• For applications that do not require the clearance provided by the low and high clips.
20'-0" length 14 gauge red oxide Factory slots For use with low or high clip
2 ³⁄₈"
LOW
3"
HW-7766
12" Wide HW-7764
20'-0" length 14 gauge red oxide Factory slots For use with utility clip
2" 3 ⁷⁄₈"
HW-7732
Bearing Plate Standard
• 16 gauge red oxide • For use with low or utility systems • For use with rigid board insulation
5"
⁄₈"
3⁷
HW-218 SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
HW-7500 REV 00.01
BHS-11
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST • ³⁄₁₆" x 2 ¹⁄₂" x 20' • For use at valley when using exposed fasteners • For use with roof curbs
Tape Sealer
Triple Bead
HW-502
• Polystyrene block used to increase the insulation capacity along the purlins
Thermal Spacer
³⁄₈",⁵⁄₈", or 1" 15 ⁷⁄₈"
• ³⁄₁₆" x ⁷⁄₈" x 25' • For use at eave, ridge, endlaps and trim connections
3"
HW-583 ³⁄₈"
Tri-Bead
HW-582 ⁵⁄₈" HW-504
Tape Sealer-Swaged
HW-581
Panel Hemming Tool
1"
Tube Sealant
6"
Urethane (White) - HW-540 Urethane (Gray) - HW-541
Non-Skinning Butyl - HW-549 Urethane (Bronze) - HW-542
HW-515
Metal Vent Material
HW-602
• 24 gauge • Painted
Outside Closure
Light Transmitting Panel (Reinforced) ‡
12"
10'-6" 9'-2"
• Std. Uninsulated - HW-1620HSB • UL 90 Insulated - HW-1617HSB • UL 90 Uninsulated - HW-1616HSB • Std. Insulated - HW- 1621HSB
HW-440
12" wide HW-446 HW-525
16" wide
‡ It is the user’s responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall-through.
BHS-14
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Ridge Flashing
• Includes Cinch Angles and Flexible Membrane • Specify Roof Slope
Floating Peak Box
"A"
2¹⁄₂"
COLOR 120 °
PART NO.
ROOF PITCH
DIM. “A”
FL-200
¹⁄₂-3³⁄₄:12
3¹⁄₂"
FL-202
3¹³⁄₁₆-6:12
4¹⁄₂"
FL-213
¹⁄₂-3³⁄₄:12
6¹⁄₂"
FL-214
3¹³⁄₁₆-6:12
7¹⁄₂"
Ridge Flashing for Perforated Vent Drip
1¹⁄₄"
120°
FL-125 Length - 2'-1" Girth - 33¹⁄₄" • For use with FL-200, FL-202, FL-213, FL-214, FL-300, FL-302, FL-540 or FL-541 Ridge Flashing
NOTE For use without ventilator 18" Peak purlin spacing For use without ventilator 24" Peak purlin spacing
FL-126 Length - 2'-6" Girth - 37¹⁄₄" • For use with FL-205, FL-207, FL-303, FL-304, FL-543 or FL-544 Ridge Flashing
Perforated Vent Drip
COLOR
"A"
1¹⁄₄"
PERFORATED
"
¹⁄₂
2¹⁄₂"
• Use w ith FL-300, FL-302, FL-303 or FL-304 Ridge Flashing
1"
ROOF PITCH
DIM. “A”
NOTE
FL-300
¹⁄₂-3³⁄₄:12
4¹⁄₂"
FL-302
3¹³⁄₁₆-6:12
5¹⁄₂"
FL-303
¹⁄₂-3³⁄₄:12
7¹⁄₂"
FL-304
3¹³⁄₁₆-6:12
8¹⁄₂"
For use with perforated vent drip (FL-254) 18" Peak purlin spacing For use with perforated vent drip (FL-254) 24" Peak purlin spacing
1"
PART NO.
1"
1"
Ridge/Hip Flashing - Fixed
3¹⁄₄"
24 Gauge Material
FL-254
ZEE Closure
• Use at Hips
1" "A"
COLOR
"A"
COLOR
1" FL-361
24 Gauge Material PART NO.
ROOF PITCH
DIM. “A”
FL-209
¹⁄₂-3³⁄₄:12
6"
FL-211
3¹³⁄₁₆-6:12
7"
FL-212
All Pitches
11¹⁄₂"
5¹⁄₂" For use without vent material 18" Peak purlin spacing For use without vent material 24" Peak purlin spacing
4³⁄₄"
"A" 4³⁄₄"
102° 102° 90° + ° of ROOF SLOPE
1³⁄₄"
COLOR
• Specify Ridge to be used and Roof Slope
FL-201 SUBJECT TO CHANGE WITHOUT NOTICE
SEE
135°
" ⁵⁄₈
PART NO.
ROOF PITCH
DIM. A
FL-265
¹⁄₄-1³⁄₄:12
2"
FL-265B
1¹³⁄₁₆-4:12
3¹¹⁄₁₆"
www.mbci.com FOR CURRENT INFORMATION
• Specify open hem when using with continuous cleat
Sculptured High Side Eave Trim
NOTE
Ridge End Cap
REV 00.01
BHS-15
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Parapet Rake Cleat High Wind
Box Rake Trim 3"
COLOR
1" ³⁄₄"
5" " ⁵⁄₈
1"
FL-306
³⁄₄"
Box Gutter with Drip Edge
FL-292 Gutter Strap
1¹⁄₂"
6"
COLOR
• For use with Box Gutter
⁵⁄₈" 1" 2"
4¹⁄₂"
5¹⁄₂"
SPECIFY ANGLE
10"
5¹⁄₄" COLOR
Specify Roof Pitch
T-5271
Parapet High Side Eave Flashing - Fixed
• Specify Roof Slope
6"
24 Gauge Material
FL-310
Gutter Ends Left or Right
• Use with T-5271Box Gutter with Drip Edge • Specify left or right
COLOR
5¹⁄₂" FL-276
T-5291 Parapet High Side Eave Flash Floating
Parapet Rake Flash
COLOR 4"
"A"
COLOR
4³⁄₄"
OPEN HEM
"A" 2¹⁄₂"
1"
PART NO.
1¹⁄₄"
DIM. A
FL-285
3"
FL-286
5"
FL-287
7"
PART NO.
DIM. A
FL-275
3¹⁄₂"
FL-274
4¹⁄₂"
NOTE: All trim to be 26 gauge material unless noted. Refer to current price book for part numbers and descriptions. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-17
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Continous Cleat
Offset Cleat
1¹⁄₂"
¹⁄₂"
2¹⁄₂"
¹⁄₈"
1¹⁄₂"
135°
¹⁄₂" 24 Gauge Material
FL-337
24 Gauge Material
FL-338
Alternate Counter Flash
Counter Flash
¹⁄₂"
⁵⁄₈"
30°
90°
2¹⁄₂" 150°
COLOR
1"
¹⁄₂"
1"
⁵⁄₈"
³⁄₄"
COLOR
24 Gauge Material
FL-341
Box Panel Cap Trim
24 Gauge Material
95° 4"
¹⁄₂"
2"
FL-272
Specify Roof Pitch
1¹⁄₈"
SPECIFY ANGLE ¹⁄₂"
Extended Valley - Utility, Low and High Systems
SPECIFY ANGLE
SPECIFY ANGLE
45°
2"
16 "
2"
11¹⁄₂"
1³⁄₈"
Standard Valley - Utility, Low and High Systems
REV 00.01
FL-271
2¹⁄₂"
SPECIFY ANGLE
BHS-18
Offset Panel Cap Trim
3¹⁄₂"
24 Gauge Material
FL-343
45° FL-705
24 Gauge Material
SEE www.mbci.com FOR CURRENT INFORMATION
FL-711
SUBJECT TO CHANGE WITHOUT NOTICE
STANDING SEAM METAL ROOFING
BATTENLOK HS ®
BattenLok® HS is a mechanically field seamed, high strength structural standing seam roof system. The BattenLok® HS panels have a 2" tall vertical seam and are available in both 12-inch and 16-inch widths. BattenLok® HS can be installed directly over purlins or bar joists and is capable of transitioning from roof to fascia. BattenLok® HS does not require a solid substructure for support. Features and Benefits: • L ow
and high clips are available to allow for various thicknesses of insulation to be
installed between the panels and purlins. • H eavier
gauges, striations, embossing and installation over a solid deck minimize
oil canning. 16"
• N umerous
Striated with Pencil Ribs
UL 580 Construction rating are available, as well as UL 790, Class A for
external fire, numerous roof assemblies for UL 263 for internal fire and the UL 2218 Class 4 impact rating.
12"
• B attenLok®
2"
16" 2" With Striations
16"
HS carries Florida approval rating.
Product Specifications • Applications: Roof
• Gauges: 24 (standard); 22 (optional)
• Coverage Widths: 12", 16"
• Finishes: Smooth or Embossed; with
• Minimum Slope: ½:12 • P anel Attachment: Concealed Fastening
System; Low, High (fixed or floating), Utility (no insulation clearance)
2"
Striations or Striations and Pencil Ribs (16” only) • Coatings: Galvalume Plus®, Signature ® 200,
Signature® 300, Signature® 300 Metallic
Striated with Pencil Ribs
www.mbci.com HOUSTON, TX | 877.713.6224 ADEL, GA | 888.446.6224 ATLANTA, GA | 877.512.6224
ATWATER, CA | 800.829.9324 DALLAS, TX | 800.653.6224 INDIANAPOLIS, IN | 800.735.6224
LUBBOCK, TX | 800.758.6224 OMAHA, NE | 800.458.6224 MEMPHIS, TN | 800.206.6224 PHOENIX, AZ | 888.533.6224 OKLAHOMA CITY, OK | 800.597.6224 RICHMOND, VA | 800.729.6224
ROME, NY | 800.559.6224 SALT LAKE CITY, UT | 800.874.2404 SAN ANTONIO, TX | 800.598.6224
06-14
STANDING SEAM METAL ROOFING BATTENLOK HS ®
CATEGORY
ENVIRONMENTAL
CHARACTERISTIC TEST METHOD
PURPOSE
RESULT
Air Leakage Through Roof Panel Joints
ASTM E1680
Determines the air leakage characteristics of metal roof panels under specified air pressure differences at ambient conditions
Water Penetration Through Roof Panel Joints
ASTM E1646
Determines the resistance to water penetration of metal roof panels under uniform static air pressure difference
No uncontrolled water penetration through the panel joints at a static pressure of 20.00 psf
Impact Resistance
UL 2218
Determines Impact Resistance of prepared Roof Covering Materials
Class 4 Rating
Room Fire Performance
UL 790
Standard for Standard Test Methods for Fire Tests of Roof Coverings
See Class A Fire Rating Data Sheet
Room Fire Performance
UL 263
Standard for Fire Tests of Building Construction and Materials
For use in Design Nos. P225, P227, P230, P237, P265, P268, P508, P510, P512, P701, P711, P720, P722, P726, P731, P734, P801, P815, P819.
Uplift Resistance
ASTM E 1592
Provides a standard procedure to evaluate or confirm structural performance under uniform static air pressure difference
See Load Chart Section
Gravity Loads
AISI S100
North American Specification for the Design of Cold-Formed Steel Structural Members
See Section Properties and Allowable Load Table Section
Roof Performance Underwriters Laboratories
UL 580
Determines the uplift resistance of roof assemblies consisting of the roof and roof coverings materials
Class 90 Rating - Construction Number 90, 176, 180, 238B, 437, 449, 451, 452 and 487.
Roof Performance Florida Approval
ASTM E 1592 FM 4471 UL 790
Florida product approval is the approval of products and systems, which comprise the building envelope and structural frame, for compliance with the structural requirements of the Florida Building Code.
See FL# 11819.1
UL 580
TWIA provides windstorm and hail insurance in areas exposed to hurricanes and currently provides windstorm and hail coverage in the following 14 “first tier” Texas coastal counties: Aransas, Brazoria, Calhoun, Cameron, Chambers, Galveston, Jefferson, Kenedy, Kleberg, Matagorda, Nueces, Refugio, San Patricio and Willacy.
See RC-24
FIRE RESISTANCE
STRUCTURAL
ROOF LISTINGS
Roof Performance - Texas Department of Insurance
0.016 cfm/ft2 at 1.57 psf static pressure 0.025 cfm/ft2 at 6.24 psf static pressure
Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, MBCI reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. To ensure you have the latest information available, please inquire or visit our website at www.mbci.com. Application details are for illustration purposes only and may not be appropriate for all environmental conditions, building designs or panel profiles. Projects should be designed to conform to applicable building codes, regulations and accepted industry practices. If there is a conflict between this manual and project erection drawings, the erection drawings will take precedence. 06-14
Other Products Available from MBCI Building Panels MBCI exposed fastener metal wall and roof panels offer a broad choice of popular profiles. They are suited to a wide range of applications in both conventional and metal building construction.
CEE
ZEE
EAVE STRUTS
ANGLES
CHANNELS
Standard and Custom Structural Shapes MBCI manufactures a complete line of structural shapes rollformed to dimensions common to the metal building industry. In addition, custom shapes can also be formed to accommodate specific
“PBR” PANEL
project requirements.
“PBU” PANEL
“PBC” PANEL
“PBD” PANEL
“PBA” PANEL
OUR PANELS MAKE THE
difference
Houston, TX 877-713-6224
Dallas, TX 800-653-6224
Memphis, TN 800-206-6224
Richmond, VA 800-729-6224
Adel, GA 888-446-6224
Indianapolis, IN 800-735-6224
Oklahoma City, OK 800-597-6224
Rome, NY 800-559-6224
Atlanta, GA 877-512-6224
Jackson, MS 800-622-4136
Omaha, NE 800-458-6224
Salt Lake City, UT 800-874-2404
Atwater, CA 800-829-9324
Lubbock, TX 800-758-6224
Phoenix, AZ 888-533-6224
San Antonio, TX 800-598-6224
For current information, visit our website at www.mbci.com Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, MBCI reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. To ensure you have the latest information available, please inquire or visit our website at www.mbci.com. Application details are for illustration purposes only and may not be appropriate for all environmental conditions, building designs or panel profiles. Projects should be designed to conform to applicable building codes, regulations and accepted industry practices. If there is a conflict between this manual and project erection drawings, the erection drawings will take precedence.
Listed on the New York Stock Exchange as “NCS.”
LITHO IN USA 11-11/10M
3’ Platte River Panel Profile (PRP) An interlocking wall panel with exposed fasteners
1 5/8”
4 1/8”
1 5/8”
Over lap
Bridger Steel’s most economical interior/
Bridger Steel specializes in architecturally
exterior wall panel has exceptionally clean
appealing, unique profiles in various types of
lines and can be used for agricultural,
metals including, but not limited to, our rustic
commercial and residential applications. The
materials: TRUTEN™ (A606 & 1008), Galvanized,
most structural ¼” panel on the market,
Galvalume®, Bonderized, ReziBond®, and other
combined with an engineered “S” lock for
custom metals. Custom trim and accessories
overlaps, provides for superior weather
available for all profiles. Local and nationwide
tightness. The PRP’s low profile design
delivery available on Bridger Steel Trucks.
provides an excellent surface to install electrical panels and conduits. Save money with Bridger Steel’s 29 gauge standard colors, with lifetime film integrity and 40 year chalk and fade warranty. Coated with the highest quality and most advanced Ceramic Impregnated Silicon Modified Polyester (CSMP) paint system available. Please refer to color chart or visit BridgerSteel.com. See our warranty page or visit BridgerSteel.com for more information. 25 yr warranty on Galvalume® substrate. Galvalume® substrate will outlast galvanized substrate 2-4 times. Refer to color chart for options. *Custom colors available with minimum order.
Rib height: 1/4” at 4-1/8” centers Overall panel coverage 36” Panels can be produced in lengths from 3’ to 16’ PRP is designed for a wall or ceiling application, not recommended as a roofing product 3’ PRP panel can be installed over an open purlin system, a solid substrate, or furring strips the highest quality 80k – 120k tensile strength steel Choose from 24 colors in addition to Galvalume®, Galvanized and white liner See our color chart for options
WIP 300HT High-Temperature Protection Self-Adhering Roofing Underlayment
WATER & ICE PROTECTION
300HT HIGH-TEMPERATURE PROTECTION
WIP 300HT is a high-tensile-strength rubberized asphalt underlayment specifically designed to withstand temperatures up to 250°F (121°C). Ideal for use under metal including copper, zinc and COR-TEN® (consult technical department for installation instructions), WIP 300HT can also be used under synthetic, concrete and clay tiles and asphalt shingles. This strong, skid-resistant membrane is available in either black or white and provides superior protection from water penetration caused by wind-driven rain and ice dams.
Features and Benefits •
Protects the roof structure from water seepage caused by ice dams and wind-driven rains
• • • •
Resists temperatures up to 250°F without degradation of the adhesive Seals around roofing nails, staples and screws Split-release film provides easier, faster installation Resists cracking, drying and rotting, providing long-term waterproofing performance and low lifecycle cost
•
Concealed waterproofing system will not detract from the architectural aesthetics of the primary roofing system
•
Exposed rubberized asphalt bead along the membrane edge ensures watertightness of lap seams
Standards • • • • •
UL Classified ICC-ES ESR #2206 2009 and 2012 International Building Code™ 2007 Florida Building Code Approved Product #6785 Meets ASTM D1970
Storage WIP 300HT roofing underlayment rolls should be stored on their side, under cover and in areas where the temperature is between 40° and 100°F (4.4° and 38°C). Do not double-stack pallets.
Warranty Carlisle WIP products are backed by Carlisle’s industry-leading warranty. Carlisle WIP Products will display optimal performance when stored under recommended conditions and used within one year of date of manufacture. Product installed after one year of date of manufacture is not covered under defect warranty. Visit our website for warranty details.
WIP 300HT High-Temperature Protection Self-Adhering Roofing Underlayment Installation WIP 300HT underlayment is applied when the roof deck is dry and the substrate temperature is 40°F (4.4°C) or higher. At temperatures below 40°F, nailing or priming should be used to temporarily hold the membrane in place while adhesion develops. WIP 300HT is designed to be covered with the primary roofing system and should not be exposed to sunlight for more than 60 days. White underlayment offers exposure time of 120 days. Substrate must be free of any moisture. If moisture is present, it may inhibit adhesion. Prepare the roof deck by removing all loose objects, dirt, dust and debris. For re-roofing applications, remove all old materials from the roof deck in the area to be covered with WIP 300HT underlayment. Replace water-damaged sheathing and sweep roof deck thoroughly.
Metal Roof Underlayment Under water-shedding metal roof systems or low-slope metal roofs with a minimum ½" slope, start at the low point and apply WIP 300HT over the full surface of the roof deck. Review the metal roofing manufacturer’s instructions for limitations and precautions. Beginning at the eaves, apply underlayment from the low point to the high point of the roof, running the roll horizontally.
Limitations •
WIP 300HT should be installed when air, roof deck and membrane temperatures are at or above 40°F (4.4°C).
•
WIP 300HT should not be left exposed to sunlight for more than 60 days for black membrane or 120 days for white membrane.
•
WIP 300HT membrane should not be folded over the roof edge unless protected by a gutter or other flashing materials.
•
The primary roof system must be ventilated to prevent excessive moisture build-up in the interior structure.
•
Use caution during the installation of the membrane as it may become slippery when wet or covered with frost.
• •
WIP 300HT must not to be used in contact with flexible PVC material.
Priming Priming is not required on clean, dry wood, metal or most polyisocyanurate surfaces (polyiso paper facer does require priming). Masonry and exterior gypsum boards (such as DensDeck®) should be primed using an appropriate primer or adhesive. Some rigid insulation boards with porous or dusty surfaces may require priming to promote initial adhesion. Priming is required on all substrates when air or substrate temperatures are below 40°F (4.4°C). Adhesives such as CCW-702, CCW-702WB, CAV-GRIP™ and CCW-AWP are approved for use with WIP products. Refer to your local building codes to determine acceptable product for use in your region.
WIP 300HT is not approved for use in foam set tile applications.
PRODUCT SPECIFICATIONS Selection of roof deck or insulation substrate and/or use of a primer or adhesive are the responsibility of the architect, specifier or roofing contractor to determine based on the roof assembly and environmental conditions.
PHYSICAL PROPERTIES Surface
Black/White Engineered Polyolefin Composite Film with Factory-applied Anti-skid Coating
Membrane
Rubberized Asphalt
PRODUCT CHARACTERISTIC
UNITS
RESULTS
Roll Length
feet
66
Roll Weight
lbs
55
Roll Size
sq ft
198
Roll Width
inches
36
TYPICAL PERFORMANCE PROPERTIES
TEST METHOD
RESULTS
Thickness
ASTM D1970
40 mils
Low Temperature Flexibility
ASTM D1970
-45°F
Adhesion to Plywood at 75°F
ASTM D1970
35 lbs/ft
Lap Seam Adhesion at 75°F
ASTM D1970
21 lbs/ft
Sealability Around Nail
ASTM D1970
Pass
Slip Resistance
ASTM D1970
Pass
Drip Edges
Thermal Stability
ASTM D1970
Pass
At the rake edge, apply WIP 300HT underlayment first and place drip edge on top. At the eave, apply drip edge first and place WIP underlayment on top of the drip edge so that it overhangs drip edge by 3⁄8" (10 mm).
Moisture Vapor Permeance
ASTM D1970
0.02 perms
Water Absorption
ASTM D1970
0.5%
Tensile Strength Machine Direction
ASTM D412
250 psi
Tensile Strength Transverse Direction
ASTM D412
1390 psi
Elongation at Break Machine Direction
ASTM D412
250%
Elongation at Break Transverse Direction
ASTM D412
170%
Valleys, Hips & Ridges Cut WIP 300HT roofing underlayment into manageable lengths. Align over the center of the valley, hip or ridge. Remove release film. Press the middle of the membrane first before working toward the edges. For open valleys, cover WIP 300HT roofing underlayment with metal valley liners.
Eaves & Rakes Cut WIP 300HT underlayment into 10–15' pieces. Remove 2–3' of release film and align the edge of the membrane, sticky side down, so it overhangs the drip edge by 3⁄8" (10 mm). Continue to remove release film and press as you move across the roof. Use a hand roller and/or hand pressure to press into place. Overlap end laps a minimum of 6". WIP roofing underlayment should reach a point 2' inside the interior wall line. Local codes may require additional courses. If additional courses are required, the top lap must be at least 3½".
For standard installation details, follow the WIP detail drawings. For nonstandard installation instructions, contact your local Carlisle WIP representative.
PACKAGING INFORMATION Boxes (rolls) per pallet
Carlisle, WIP and CAV-GRIP are trademarks of Carlisle. DensDeck is a registered trademark of Georgia-Pacific. © 2012 Carlisle. 605059 - WIP 300HT Sell Sheet - 08.17.12
25
Carlisle WIP Products 1285 Ritner Highway • Carlisle, PA 17013 888.717.1440 www.carlislewip.com
DLM Product Data Sheet - Solder and Fluxes USED DURING SHEET METAL FABRICATION AS NEEDED
Tin / Lead Soft Solder Composition
Solidus
Liquidus
183 183 183 183 183 183 183
183 188 212 234 245 255 267
Antimonial / Tin / Lead Soft Solders 50% Tin 3% Antimony 47% Lead Coppersmiths and tinsmiths solders 45% Tin 2.5% Antimony 52.5% Lead As above and soldering can ends 32% Tin 1.8% Antimony 66.2% Lead Wiping metal cables and joint dipping baths
185 185 185
204 215 243
Lead Free Soft Solders for Elevated Temperatures 96.5% Tin 3.5% Silver EUTECTIC 95% Tin 5% Antimony Electrical equipment, high conductivity + MP* 99.3% Tin 0.7% Copper Hard tin - resists foodstuffs, drugs, artist colours
221 221 227
221 245* 228
Solidus 70 225 183
Liquidus 73 232 234
170 165
215 220
63% Tin 37% Lead 60% Tin 40% Lead 50% Tin 50% Lead 40% Tin 60% Lead 35% Tin 65% Lead 30% Tin 70% Lead 27% Tin 73% Lead
Miscellaneous Products Cerrobend Tin Acid core solder Tin paste Kemtex A Solder Paste Kemtex B Galmend AL3 (Alglo 3) Other grades available on request DLM general purpose flux Bakers Solderine paste HC6040 HR6040 HC5050 HR5050
Typical Uses Electrical Wave Soldering (Eutectic) General Electrical & Lead lighting General Plumbers Solder Blow pipe / Radiator Repair Wiping of Cable / Pipe Joints Wiping of Cable / Pipe Joints Panel beating and body work
Typical Uses Fusible Alloy (aka Lippowitz) Pure tin 40% Tin 60% Lead acid core 100 % pure tin - paste form 40% Tin 60% Lead - paste form Tin Zinc Lead (Repairs to Galvanising) Aluminium Solder Soldering flux (All non ferros metals) Soldering flux paste DLM HANDY MAN RANGE - Resincore solder for general electrical and leadlighting DLM HANDY MAN RANGE - Resincore solder for hobby, toy automotive and garden repairs
Type Extruded BS219 stick 1987 A K 5 mm rod F Y G Y H Y J
Hand poured stick Y Y Y Y Y Y Y
B M L
Solid Wire
Other
Y Y
Feeder bar / chip Resincore wire + * Resincore wire* Resincore wire*
3/16x25kg rl 3/16x25kg rl 3/16x25kg rl
Y Y Y Y Y Y
Type Y Y
Y castings / anodes 1.6 mm 3kg rl, 2.3mm 1/2kg rl 1 kg tins 1, 12.5 kg tins
Y Y
183
188
K
183
212
F
0.1 , 1 litre bottles 150 gram tin 15 gram card 55 gram reel 25 gram card 70 gram reel
Diameter Conversion *Type 39 Flux is available in 30/70, 40/60, 50/50, & 60/40 Resin Core Solder *Type 35 Flux is only available in 60/40 Resin Core Solder
More aggressive flux suited to older electrical soldering, automotive and refrigeration repair, and soldering of most non - ferrous metals. A less aggressive flux best suited for electrical and electronic manufacturing
Resincore wire*
10swg
13swg
16swg
18swg
20swg
22swg
3.2 mm
2.3 mm
1.6 mm
1.2 mm
0.91 mm
0.71 mm
3–272
I Rivets I
Rivets Cont.
Head - Button - Large Flange
FNL Aluminum/Steel Blind Rivets 5056 Aluminum Rivets Coated Steel Mandrel IFI Grade 19
Series
Diameter
Grip Range
Length
Drill Size
Pkg. Part No.
SSBL4-2S SSBL4-4S SSBL6-12S SSBL6-6S SSBL6-8S
1/8" 1/8" 3/16" 3/16" 3/16"
0.032" - 0.125" 0.188" - 0.250" 0.626" - 0.750" 0.251" - 0.375" 0.376" - 0.500"
0.275" 0.400" 0.950" 0.575" 0.700"
#30 #30 #10 #10 #10
0125892 41412 0125897 41428 0125895
Head - Countersunk
Head - Button
Fasteners
Series
Diameter
Grip Range
Length
Drill Size
Bulk Part No.
Pkg. Part No.
AB3-2 AB3-4 AB4-2 AB4-3 AB4-4 AB4-5 AB4-6 AB4-8 AB5-2 AB5-3 AB5-4 AB5-6 AB5-8 AB6-2 AB6-4 AB6-6 AB6-8 AB6-10 AB6-12 AB8-4 AB8-8
3/32" 3/32" 1/8" 1/8" 1/8" 1/8" 1/8" 1/8" 5/32" 5/32" 5/32" 5/32" 5/32" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 1/4" 1/4"
0.032" - 0.125" 0.126" - 0.250" 0.063" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.251" - 0.312" 0.313" - 0.375" 0.376" - 0.500" 0.062" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.251" - 0.375" 0.376" - 0.500" 0.062" - 0.125" 0.126" - 0.250" 0.251" - 0.375" 0.376" - 0.500" 0.501" - 0.625" 0.626" - 0.750" 0.062" - 0.250" 0.376" - 0.500"
0.250" 0.375" 0.275" 0.337" 0.400" 0.462" 0.525" 0.650" 0.300" 0.362" 0.425" 0.550" 0.675" 0.325" 0.450" 0.575" 0.700" 0.825" 0.950" 0.500" 0.750"
#41 #41 #30 #30 #30 #30 #30 #30 #20 #20 #20 #20 #20 #10 #10 #10 #10 #10 #10 F F
0156139 0156141 0156142 0156146 0156147 0156150 0156151 0156152 0156153 0156154 0156156 0156158 0156160 0156162 0156164 -
41201 41202 41203 41207 41209 41213 41215 41216 41218 41219 41220 41222 41223 41224 41225 41227 41229 41231 41233 41235 41237
Pkg. Part No.
41206 41212 41226 41228 41230 41232 41234
Series
Diameter
Grip Range
Length
Drill Size
Pkg. Part No.
SSC4-3S
1/8"
0.126" - 0.187"
0.337"
#30
0125899
FNL Stainless Steel/Steel Blind Rivets Stainless Steel Rivets Coated Steel Mandrel IFI Grade 50 Head - Button Series
Diameter
Length
Grip Range
Drill Size
Pkg. Part No.
SSB4-2 SSB4-3 SSB4-4 SSB4-6 SSB4-8 SSB5-4 SSB5-6 SSB6-4 SSB6-6 SSB6-8
1/8" 1/8" 1/8" 1/8" 1/8" 5/32" 5/32" 3/16" 3/16" 3/16"
0.275" 0.337" 0.400" 0.525" 0.650" 0.425" 0.550" 0.450" 0.575" 0.700"
0.063" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.313" - 0.375" 0.376" - 0.500" 0.126" - 0.250" 0.251" - 0.375" 0.126" - 0.250" 0.251" - 0.375" 0.376" - 0.500"
#30 #30 #30 #30 #30 #20 #20 #10 #10 #10
41303 41307 41309 41315 41316 41320 41322 41325 41327 41329
FNL Steel/Steel Painted Button Head Rivets
Head - Button - Large Flange Series
Diameter
Grip Range
Length
Drill Size
Bulk Part No.
ABL4-2 ABL4-4 ABL6-4 ABL6-6 ABL6-8 ABL6-10 ABL6-12
1/8" 1/8" 3/16" 3/16" 3/16" 3/16" 3/16"
0.032" - 0.125" 0.188" - 0.250" 0.062" - 0.250" 0.251" - 0.375" 0.376" - 0.500" 0.501" - 0.625" 0.626" - 0.750"
0.275" 0.400" 0.450" 0.575" 0.700" 0.825" 0.950"
#30 #30 #10 #10 #10 #10 #10
0156159 -
Head - Countersunk Series
Diameter
Grip Range
Length
Drill Size
Pkg. Part No.
AC4-2 AC4-3 AC4-4
1/8" 1/8" 1/8"
0.062" - 0.125" 0.126" - 0.187" 0.188" - 0.250"
0.275" 0.337" 0.400"
#30 #30 #30
41204 41208 41210
FNL Stainless Steel/Stainless Blind Rivets
Steel Rivet Coated Steel Mandrel IFI Grade 30
Head - Button Series
Diameter
Length
Grip Range
Drill Size Finish - Body/Mandrel
Bulk Part No.
Pkg. Part No.
SB4-2BR SB4-2W SB4-3BR SB4-4BR SB4-4W
1/8" 1/8" 1/8" 1/8" 1/8"
0.275" 0.275" 0.337" 0.400" 0.400"
0.063" - 0.125" 0.063" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.188" - 0.250"
#30 #30 #30 #30 #30
Painted - Brown Painted - White Painted - Brown Painted - Brown Painted - White
0156019 0156105 0156020 0156021 -
0125921 0125923
FNL Aluminum/Aluminum Painted Rivets Aluminum Rivet Aluminum Mandrel IFI Grade 11
Stainless Steel Rivets Stainless Steel Mandrel IFI Grade 51
Head - Button Head - Button Series
Diameter
Grip Range
Length
Drill Size
Bulk Part No.
SSB4-2S SSB4-3S SSB4-4S SSB4-5S SSB4-6S SSB4-8S SSB5-2S SSB5-4S SSB5-6S SSB6-10S SSB6-12S SSB6-16S SSB6-2S SSB6-4S SSB6-6S SSB6-8S SSB8-4S
1/8" 1/8" 1/8" 1/8" 1/8" 1/8" 5/32" 5/32" 5/32" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 1/4"
0.063" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.251" - 0.312" 0.313" - 0.375" 0.376" - 0.500" 0.062" - 0.125" 0.188" - 0.250" 0.251" - 0.375" 0.501" - 0.625" 0.626" - 0.750" 0.751" - 1.000" 0.062" - 0.125" 0.126" - 0.250" 0.251" - 0.375" 0.376" - 0.500" 0.062" - 0.250"
0.275" 0.337" 0.400" 0.462" 0.525" 0.650" 0.300" 0.425" 0.550" 0.825" 0.950" 1.200" 0.325" 0.450" 0.575" 0.700" 0.500"
#30 #30 #30 #30 #30 #30 #20 #20 #20 #10 #10 #10 #10 #10 #10 #10 F
0156175 0156176 0156177 0156180 0156181 0156185 0156186 0156187 0156189 -
Pkg. Part No.
41403 41407 41409 41413 41415 41416 41418 41420 41422 41431 41433 0125886 41424 41425 41427 41429 0125887
Series
Diameter Length
Grip Range
Drill Size
Finish - Body/Mandrel
Bulk Part No.
Pkg. Part No.
AB4-2AW AB4-3AW AB4-4ABR AB4-4AW AB4-8AW
1/8" 1/8" 1/8" 1/8" 1/8"
0.063" - 0.125" 0.126" - 0.187" 0.188" - 0.250" 0.188" - 0.250" 0.376" - 0.500"
#30 #30 #30 #30 #30
Painted - White Painted - White Painted - Brown Painted - White Painted - White
0156071 0156072 0156074 0156073 -
0125919 41054 41055 0125920 41061
0.275" 0.337" 0.400" 0.400" 0.650"
For pricing and availability, contact your local Fastenal store or visit fastenal.com
PRODUCT DATA
7
07 92 00 Joint Sealants
SONOLASTIC® NP 1™ One-component, elastomeric, gun-grade polyurethane sealant
Description
Features
NP 1™ is a one-component, highperformance, nonpriming, gun-grade, elastomeric polyurethane sealant. It requires no mixing and typically requires no priming to bond to many materials, including concrete and masonry.
• Ready to use
Requires no mixing; reduces labor costs
• Joint movement capability ±35%
Provides excellent flexibility for keeping moving joints tight
• Easy to gun and tool
Speeds application and makes neater joints
• Available in cartridges, 20 ounce ProPaks, and in bulk
Reduces jobsite waste, lowers disposal costs
• Twelve standard colors
Matches common substrates
• No primer required for most construction materials
Lowers installation costs
• Weather resistant
Produces long-lasting weather-tight seals
• Wide temperature-application range
Suitable for all climates
Yield See page 3 for charts. Packaging 300 ml (10.1 fl oz) cartridges, 30 cartridges per carton 20 fl oz (590 ml) ProPaks, 20 per carton 2 gallons (7.6 L) pails; available on special order only For color availability in bulk packaging, call Customer Service. Color White, off-white, limestone, stone, tan, aluminum gray, hunter green, medium bronze, special bronze, redwood tan, tile red and black.
Benefits
• Compatible with nonrigid coatings
May be painted
• Superior holding power
Long-lasting roof tile instalation
• UL listed
Passes 4 hour, 4 inch, fire and hose stream test when used with Ultra Block® or mineral wool
• Suitable for water immersion
Documented performance in wet areas
• Low VOC content
Meets VOC requirements in all 50 states
Where to Use
LOCATION
APPLICATION
• Interior and exterior
• Expansion joints
• Above and below grade
• Curtain wall construction
• Immersed in water
Shelf Life
• Panel walls
SUBSTRATE
Cartridges and ProPaks: 1 year when properly stored.
• Precast units
• Concrete
• Aluminum and wood window frames
• Masonry
Pails: 6 months when properly stored.
• Roofing
• Aluminum
• Fascia
• Wood
• Parapets
• Clay & concrete roof tiles
Storage Store in original, unopened containers away from heat and direct sunshine. Storing at elevated temperatures will reduce the shelf life.
• Structural components • Vinyl siding • Wastewater treatment plants • Dams • Spillways and storm drains • Wetwells and manholes ®
SONNEBORN® PRODUCT DATA NP 1™
Technical Data Test Data
Composition Sonolastic® NP 1™ is a one-component moisturecuring polyurethane. Compliances • ASTM C 920, Type S, Grade NS, Class 35, Use NT, M, A, G, and I • Federal Specification TT-S- 00230C, Type II, Class A • Corps of Engineers CRD-C- 541, Type II, Class A • Canadian Specification CAN/CGSB-19.13-M87, Classification MCG-2-25-A-N, No. 81026 • USDA compliant for use in meat and poultry areas
RESULTS
TEST METHODS
Movement capability, %
±35
ASTM C 719
Tensile strength, psi (MPa)
350 (2.4)
ASTM D 412
Tear strength, pli
50
ASTM D 1004
Ultimate elongation at break, %
800
ASTM D 412
Rheological, (sag in vertical displacement) at 120° F (49° C)
No sag
ASTM C 639
Extrudability, 3 seconds
Passes
PROPERTY
ASTM C 603
Hardness, Shore A At standard conditions After heat aging (max Shore A: 50)
25 – 30 25
Weight loss, after heat aging, %
3
ASTM C 792
Cracking and chalking, after heat aging
None
ASTM C 792
• SWR Institute validated • ISO 11600-F-25LM
Tack-free time, hrs, (maximum 72 hrs)
Passes
ASTM C 679
Stain and color change
Passes (no visible stain)
ASTM C 510
Bond durability,* on glass, aluminum, and concrete
Passes ±35% movement
ASTM C 719
Adhesion* in peel, pli (min. 5 pli)
30
ASTM C 794
Adhesion* in peel after UV radiation through glass (min. 5 pli)
Passes
ASTM C 794
Artificial weathering, Xenon arc, 250 hours
Passes
ASTM C 793
Artificial weathering, Xenon arc, 3,000 hours
No surface cracking
ASTM G 26
Water immersion, 122˚ F (50˚ C)
Passes 10 weeks with movement cycling
ASTM C 1247
• Underwriters Laboratories Inc.® classified (fire resistance only) • Canadian approval for use in establishments that handle food
INSTITUTE
SEALANT•WATERPROOFING & RESTORATION INSTITUTE
Issued to: BASF Building Systems Product: Sonolastic NP-1 C719: Pass
3 Ext:+35% Comp:-35%
ASTM C 661
Substrate: Aluminum, Mortar, Granite [mortar and granite substrates primed with primer No. 733]
C661: Rating 25 Validation Date: 6/20/06 - 6/19/11 No. 606-NP1611
Copyright © 2006
SEALANT VALIDATION www.swrionline.org
Typical Properties PROPERTY
VALUE
Service temperature range, ° F (° C)
-40 to 180 (-40 to 82)
Shrinkage
None
*Primed for water immersion dictated by ASTM C 920. Concrete and aluminum primed with 733; glass primed with 766. Test results are typical values obtained under laboratory conditions. Reasonable variations can be expected.
SONNEBORN® PRODUCT DATA NP 1™
Yield LINEAR FEET PER GALLON* JOINT DEPTH (INCHES) 1/4
3/8
JOINT WIDTH (INCHES) 1/2 5/8
3/4
7/8
1
1/4
308
205
154
122
–
–
–
3/8
–
–
–
82
68
58
51
1/2
–
–
–
–
51
44
38
19
22
25
*One gallon equals approximately 12 cartridges or 6 ProPaks
METERS PER LITER JOINT DEPTH (MM) 6
How to Apply Joint Preparation 1. The number of joints and the joint width should be designed for a maximum of ±25% movement. 2. The depth of the sealant should be 1/2 the width of the joint. The maximum depth is 1/2” (13 mm) and the minimum is 1/4” (6 mm). Refer to Table 1. TABLE 1
Joint Width and Sealant Depth
10
JOINT WIDTH (MM) 13 16
6
24.8
16.5
12.4
9.8
–
–
–
10
–
–
–
6.6
5.5
4.7
4.1
13
–
–
–
–
4.1
3.5
3.0
Surface Preparation
Priming
Surfaces must be structurally sound, fully cured, dry, clean, free of dirt, moisture, loose particles, oil, grease, asphalt, tar, paint, wax, rust, waterproofing or curing and parting compounds, and membrane materials.
1. NP 1™ is generally considered a nonpriming sealant, but special circumstances or substrates may require a primer. It is the user’s responsibility to check the adhesion of the cured sealant on typical test joints at the project site before and during application. Refer to product data sheet on Primer 733 or 766, and consult Technical Services for additional information.
CONCRETE, STONE, AND OTHER MASONRY
Clean by grinding, sandblasting, or wire brushing to expose a sound surface free of contamination and laitance. WOOD
JOINT WIDTH, AT MIDPOINT, IN (MM)
SEALANT DEPTH IN (MM)
1/4 – 1/2 (6 – 13)
1/4 (6)
1/2 – 3/4 (13 – 19)
1/4 – 3/8 (6 – 10)
3/4 – 1 (19 – 25)
3/8 – 1/2 (10 – 13)
1 – 1-1/2 (25 – 38)
1/2 (13)
3. In deep joints, the sealant depth must be controlled by Closed-Cell Backer-Rod or Soft BackerRod. Where the joint depth does not permit the use of backer-rod, a bondbreaker (polyethylene strip) must be used to prevent three-point bonding. 4. To maintain the recommended sealant depth, install backer-rod by compressing and rolling it into the joint channel without stretching it lengthwise. Closed-Cell Backer-Rod should be about 1/8" (3 mm) larger in diameter than the width of the joint to allow for compression. Soft Backer-Rod should be approximately 25% larger in diameter than the joint width. The sealant does not adhere to it, and no separate bondbreaker is required. Do not prime or puncture the backer-rod.
New and weathered wood must be clean and sound. Scrape away loose paint to bare wood. Any coating that cannot be removed must be tested to verify adhesion of sealant or to to determine an appropriate primer. METAL
Remove scale, rust, and coatings from metal to expose a bright white surface. Remove protective coatings as well as any chemical residue or film. Aluminum window frames are frequently coated with a clear lacquer that must be removed before the application of NP 1™. Any coating that cannot be removed must be tested to verify adhesion of sealant or determine an appropriate primer. Remove any other protective coatings or finishes that could interfere with adhesion.
2. For immersion applications, Primer 733 must be used. 3. Apply primer full strength with a brush or clean cloth. A light, uniform coating is sufficient for most surfaces. Porous surfaces require more primer; however, do not overapply. 4. Allow primer to dry before applying NP 1™. Depending on temperature and humidity, primer will be tack free in 15 – 120 minutes. Priming and sealing must be done on the same work day. Application 1. NP 1™ comes ready to use. Apply by professional caulking gun. Do not open cartridges, sausages, or pails until preparatory work has been completed. 2. Fill joints from the deepest point to the surface by holding a properly sized nozzle against the back of the joint. 3. Dry tooling is recommended. DO NOT use soapy water when tooling. Tooling results in the correct bead shape, a neat joint, and maximum adhesion. 4. For roof tile applications apply a bead of Sonolastic® NP 1™ sufficient to make a bond between two tiles on the upper surface of the down slope tile. Install the upslope tile & press into the sealant bead to ensure good contact between the sealant and both tiles.
SONNEBORN® PRODUCT DATA NP 1™
Clean Up 1. Immediately after use, clean equipment with Reducer 990 or xylene. Use proper precautions when handling solvents. 2. Remove cured sealant by cutting with a sharp-edged tool. 3. Remove thin films by abrading. Curing Time The cure of NP 1™ varies with temperature and humidity. The following times assume 75° F (24° C), 50% relative humidity, and a joint 1/2" width by 1/4" depth (13 by 6 mm). Skins: overnight or within 24 hours
• Substrates such as copper, stainless, and galvanized typically require the use of a primer; Primer 733 or 766 is acceptable. For Kynar 500 based coatings use Primer 733 only. An adhesion test is recommended for any other questionable substrate. • UV exposure may cause white NP 1™ to discolor. This does not affect sealant performance; where maintaining a true white appearance is critical, use Ultra or Sonolastic® 150 sealants. • NP 1™ can be applied below freezing temperatures only if substrates are completely dry, free of moisture, and clean. Contact Technical Service for more information. • Lower temperatures and humidities will extend curing times.
Functional: within 3 days Full cure: approximately 1 week Immersion service: 21 days
For Best Performance • Do not allow uncured NP 1™ to come into contact with alcohol-based materials or solvents. • Do not apply polyurethane sealants in the vicinity of uncured silicone sealants or uncured Sonolastic® 150 or 150 Tint Base. • NP 1™ should not come in contact with oil-based caulking, uncured silicone sealants, polysulfides, or fillers impregnated with oil, asphalt, or tar. • Protect unopened containers from heat and direct sunshine. • In cool or cold weather, store container at room temperature for at least 24 hours before using. • When NP 1™ is to be used in areas subject to continuous water immersion, cure for 21 days at 70˚ F (23˚ C) and 50% relative humidity. Allow longer cure times at lower temperatures and humidities. Always used Primer 733. • Do not use in swimming pool or other submerged conditions where the sealant will be exposed to strong oxidizers. Avoid submerged conditions where water temperatures will exceed 120˚ F (50˚ C).
• Pursuant to accepted industry standards and practices, using rigid paints and/or coatings over flexible sealants can result in a loss of adhesion of the applied paint and/or coating, due to the potential movement of the sealant. However, should painting and/or coating be desired it is required that the applicator of the paint and/or coating conduct on-site testing to determine compatibility and adhesion. • Make certain the most current versions of product data sheet and MSDS are being used; call Customer Service (1-800-433-9517) to verify the most current versions. • Proper application is the responsibility of the user. Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing quality control on the jobsite.
Risks May cause skin, eye or respiratory irritation. May cause dermatitis and allergic responses. Potential skin and/or respiratory sensitizer. Ingestion may cause irritation. Reports associate repeated or prolonged occupational overexposure to solvents with permanent brain, nervous system, liver and kidney damage. INTENTIONAL MISUSE BY DELIBERATELY INHALING THE CONTENTS MAYBE HARMFUL OR FATAL. Precautions Keep container closed. Use only with adequate ventilation. Prevent contact with skin, eyes and clothing. Wash thoroughly after handling. Avoid breathing vapors. DO NOT take internally. Use impervious gloves, eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable Federal, state and local regulations. First Aid In case of eye contact, flush thoroughly with water for at least 15 minutes. SEEK IMMEDIATE MEDICAL ATTENTION. In case of skin contact, wash affected areas with soap and water. If irritation persists, SEEK MEDICAL ATTENTION. Remove and wash contaminated clothing. If inhalation causes physical discomfort, remove to fresh air. If discomfort persists or any breathing difficulty occurs or if swallowed, SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet (MSDS) for further information. Proposition 65
Health and Safety
This product contains materials listed by the State of California as known to cause cancer, birth defects and other reproductive harm.
NP 1™
VOC Content
Warning
NP 1™ contains 43 g/L or 0.36 lbs/gal, less water and exempt solvents.
™
NP 1 contains Stoddard solvent and crystalline quartz silica.
For medical emergencies only, call ChemTrec (1-800-424-9300).
• Do not apply over freshly treated wood; treated wood must have weathered for at least 6 months.
BASF Construction Chemicals, LLC – Building Systems 889 Valley Park Drive Shakopee, MN, 55379 www.BuildingSystems.BASF.com Customer Service 800-433-9517 Technical Service 800-243-6739
LIMITED WARRANTY NOTICE Every reasonable effort is made to apply BASF exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use. We warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many factors beyond our control. Therefore, except for such replacement or refund, BASF MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and BASF shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in the printed recommendations concerning the use of our products must bear the signature of the BASF Technical Manager. This information and all further technical advice are based on BASF’s present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF reserves the right to make any changes according to technological progress or further developments. It is the customer’s responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, nor an endorsement of any product and does not imply that similar products could not be used.
For professional use only. Not for sale to or use by the general public.
Form No. 1017906 10/08 Printed on recycled paper including 10% post-consumer fiber.
© 2008 BASF Printed in U.S.A.
MATERIAL SAFETY DATA SHEET I. PRODUCT IDENTIFICATION Manufacturer’s Name: FlashCo Manufacturing, Inc. Phone (707) 824-4448 Address: 1452 Industrial Ave. Sebastopol, CA 95472 Trade Names: Soft Lead, Chemical Lead, Copper Bearing Lead Synonyms: Flashing, Sheet, Jacks, Safes, Pipe Caulking, Ingots, Pig, Roof Drain Flashing Intended Use: Industrial, Commercial, Residential
II. HAZARDOUS INGREDIENTS Material or Component Weight OSHA/WISHA ACGIH % PEL/TWA CEILING TLV/TWA TLV/STEL OTHER None 0.15mg/m3 None 30 ug/m3 Lead (CAS# 7439-92-1) 99.9 50ug/m3 Action level
III. PHYSICAL DATA Boiling Point @ 760 MM Hg: 3164 Deg. F.(approx.) Melting Point: 621 Deg.F. Specific Gravity (H2O = 1): 11.3 (approx.) Vapor Pressure: N/A Vapor Density (Air = 1): N/A Solubility in H2O (% by wt.): Negligible % Volatiles by Vol: N/A Evaporation Rate (Butyl Acetate = 1): N/A Appearance & Odor: Bluish-gray metal; no apparent odor
IV. HEALTH HAZARD INFORMATION Routes of Exposure When Process or Handling Inhalation: Dust, vapor and/or fume may be irritating to the respiratory system and can result in both acute and chronic overexposure. Skin Absorption: Dust, vapor and/or fume are not readily absorbed through the skin. Eye Contact: Dust, vapor and/or fume may cause irritation. Ingestion: Dust, vapor and/or fume may be absorbed by the digestive system, and can result in both acute and chronic overexposure. Effects of Overexposure Acute Overexposure: If left untreated: headache, chills, nausea, weakness, vomiting, loss of appetite, uncoordinated body movements, convulsions, stupor, and coma. Chronic Overexposure: If left untreated: weakness, insomnia, hypertension, slight irritation to skin and eyes, metallic taste in mouth, anemia, constipation, headache, muscle, joint pains, metal fume fever, ulceration of the nasal septum, neuromuscular dysfunction, paralysis, and encephalopathy. Lead exposure can pose a risk to developing fetuses and may impair the reproductive systems in men and women. Damage to kidneys red blood cell forming, central nervous system may occur.
Page 1 of 4
Aggravated Medical Conditions: Chronic forms of kidney, liver, hematopoietic, and/or neurologic diseases; pre-existing skin and/or respiratory disorders may be aggravated by exposure to this product. Carcinogenicity: Lead is listed by – IARC Emergency and First Aid Procedures Eyes: Flush with copious quantities of water. Get immediate medical attention. Skin: Wash thoroughly with soap and water. Inhalation: Remove from exposure. Get medical attention if experiencing effects of overexposure. Ingestion: Get immediate medical attention. Notes to Physician: Lead and its inorganic compounds are neurotoxins which may produce peripheral neuropathy. For an overview of the effects of lead exposure, consult Occupational Safety and Health Administration Appendix A of Occupational Exposure to Lead (29CRF1910.1025).
V. FIRE AND EXPLOSIVE DATE Flash Point (Test Method): N/A Autoignition Temperature: N/A Flammable Limits in Air (% By Vol) Lower: N/A Upper: N/A Extinguishing Media: Dry Chemical or carbon dioxide should be used on surrounding fire. Do not use Water on fires where molten metal is present. Special Fire Fighting Procedures: Use full body protective clothing and full-facepiece, self-contained breathing Apparatus operated in appositive-pressure mode. Unusual Fire and Explosion Hazard: Molten metals produce fume, vapor and/or dust that may be toxic and/or Respiratory irritants. The product, or its dust, can react vigorously with strong oxidizing agents.
VI. REACTIVITY DATA Conditions Contributing to Instability: N/A Incompatibility: Strong oxidizers and this product may liberate hydrogen gas. Hazardous Decomposition: High temperatures may produce heavy metal fume, vapor and/or dust. Products/Conditions Contributing to Hazardous Polymerization: N/A
VII. SPILL OR LEAK PROCEDURS Steps To Be Taken if Material is Released or Spilled: Dust material should be vacuumed, or wet swept where vacuuming is not feasible. Particulate matter should be stored in dry containers for later disposal. Do not use compressed air or dry seeping as a means of cleaning.
Page 2 of 4
Neutralizing Chemicals: N/A Waste Disposal Method: Dispose of toxic substances and hazardous wastes in accordance with local, state and federal regulations.
VIII. SPECIAL PROTECTION INFORMATION Ventilation Requirements: Ventilation, as described in the �Industrial Ventilation Manual� produced by the American Conference of Governmental Industrial Hygienist, shall be provided in areas where exposures are above the permissible exposure limits or threshold limit values specified by OSHA or other local, state and federal regulations. Specific Personal Protection Equipment Respiratory: As specified by 29CFR1910.1025 Subpart (f) of the Federal Occupational Safety and health Administration standard for Occupational Exposure to Lead. Other local and state regulations may also apply. Eye: Face shield or vented goggles should be used around molten metal. Glove: Gloves should be worn when handling the product is necessary. Other Clothing and Equipment: Coveralls, or other full body clothing, shall be worn during product use and properly laundered after use, with the wash water disposed of in accordance with local, state, and federal regulations. Hardhat, safety boots and other safety equipment should be worn as appropriate for the industrial environment. Personal clothing and shoes should be protected from contamination with this product.
IX. SPECIAL PRECAUTIONS Precautionary Statements: There are two major means of heavy metal absorption: namely, inhalation and ingestion. Most inhalation problems can be prevented with adequate use of aforementioned ventilation and respirator information. Always exercise normal, food personal hygiene prior to smoking or eating. Smoking and eating should be confined to non-contaminated areas. Work clothes and equipment should remain in designated lead contaminated areas, and never taken or laundered with personal clothing. Launder contaminated clothing before reuse. Wash hands, face, neck, and arms thoroughly before eating or smoking. The product is intended for industrial use only, and should be isolated from children and their environment. Caution must be exercised not to expose anyone to the smoke fumes and dust generated from the use of this product. Do not smoke while using this product.
Page 3 of 4
In accordance with California’s Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65), the following statement is issued: “Warning: This product contains a chemical known to the state of California to cause cancer, birth defects and/or other reproductive harm.” This product contains greater than 0.10% Lead (CAS #7439-92-1) which is subject to the reporting requirements of Section 313 of Title III of Superfund Amendments & Reauthorization Act of 1986 and 40 CFR Part 372.
Other Handling and Storage Requirements Store in dry area where accidental contact with acids is not possible. Avoid Skin Contact. FOR INDUSTRIAL AND COMMERCIAL USE, OR WHERE PRODUCT IS CONTINUALLY USED Adhere to all personal protection equipment procedures when handling, and ventilation requirements when heavy metals exposures are above permissible exposure limits or threshold limit values. Before Using This Product Be Familiar With The Information Contained In: The Federal Standard for Occupational Exposure to Lead (29CFR1910.1025): Published in the Federal Register on Tuesday, November 14,1978, by the Occupational Safety and Health Administration.
Page 4 of 4
Visit our website for the most up-to-date product and technical information!
PANEL-TITE
METAL-TO-WOOD FASTENERS
R
METAL-TO-WOOD SCREWS
Choose from the largest selection of fasteners for metal-to-wood applications Designed for fast installation and corrosion free performance.
All fasteners can be painted with our Kalida-Kote paint finish to your exact color match. Polyurethane with UV protection provides a chip resistant finish without chalking and fading.
Sizes Size
#9-15 Double Lead Thread Economical Sharp gimlet point for fast penetration.
#10-15 Dual Thread with Type 17 Point
Attachment Range x x x x x
1" Gimlet 1-1/2" Gimlet 2" Gimlet 2-1/2" Gimlet 3" Gimlet
<.250 <.750 .500 to 1.250 1.000 to 1.750 1.500 to 2.250
Size
Dual thread form for increased pullout load. The special milled point penetrates high tensile steel panels! Available in 410 Stainless Steel for ACQ lumber applications.
High performance!
#9-15 #9-15 #9-15 #9-15 #9-15
Panel-Tite速 #10-12 Double Lead
Attachment Range
#10-15 #10-15 #10-15 #10-15 #10-15
x x x x x
1" Type 17 1-1/2" Type 17 2" Type 17 2-1/2" Type 17 3" Type 17
<.250m <.750 .500 to 1.250 1.000 to 1.750 1.500 to 2.250
Size
Choose this double lead thread for superior strength. TRI-SEAL coated is formulated for ACQ lumber applications. 1,000 hrs salt spray! Available with a stainless cap head and 304 stainless steel!
Panel-Tite速 #12-11 Double Lead Lap Screw #12 Sharp point for fast penetration into panel laps.
Attachment Range
#10-12 #10-12 #10-12 #10-12 #10-12
x x x x x
1" Gimlet 1-1/2" Gimlet 2" Gimlet 2-1/2" Gimlet 3" Gimlet
Size #12-11
<.250m <.750 .500 to 1.250 1.000 to 1.750 1.500 to 2.250
Attachment Range x 3/4" Gimlet
Stitching - Panel Lap
Available with a stainless cap head.
High performance!
Panel-Tite速 ULTRA 12 #12-8 Low Root with Type 17 This high strength fastener is designed to provide superior pullout. TRI-SEAL coated is formulated for ACQ lumber applications. 1,000 hrs salt spray!
Panel-Tite速 ULTRA 14 #14-10 with Type 17 #14 high strength for extra tough applications! TRI-SEAL coated is formulated for ACQ lumber applications. 1,000 hrs salt spray!
Size
Attachment Range
#12-8 x 1" Gimlet #12-8 x 1-1/2" Gimlet #12-8 x 2" Gimlet
<.250 <.750 .500 to 1.250
Size
Attachment Range
#14-10 x 1" Type S point #14-10 x 1-1/2" Type S point #14-10 x 2" Type S point
<.250 <.750 .500 to 1.250
Options Stainless Steel Cap Head
Need more corrosion protection? Select either the stainless head, zinc head or stainless steel threads.
ZINC ALLOY Cap Head
Contact TFC for sizes and availability.
305 Stainless Steel Attaching steel to wood? Choose Bi-metal screw with carbon steel tip Attaching aluminum to wood: Choose all stainless
36
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
TECHNICAL DATA SHEET
R
METAL-TO-WOOD SCREWS
Sizes #10-15 Dual Thread
#9-15 Double Lead
#12-8 Low Root with Type 17 Point
#10-12 Double Lead
#12-11 Lap
#14-10 Type 17 Point
Material Specifications Material: Carbon Steel Plating #10-12 & #12-11 PANEL-TITE®: TRI-SEAL Long-life (ACQ Compatible) #9-15, #10-15 & #14-10 : .0005" Min. Zinc
Paint Kalida-Kote Polyurethane with UV stabilizer
Material: 304 Stainless Steel Finish: Passivated. (ACQ Compatible) Material: 304 Stainless Steel Bi-Metal Plating: TRI-SEAL (ACQ Compatible) Material: 410 Stainless Steel Plating: OxySeal (ACQ Compatible)
DISCLAIMER: ALL TEST RESULTS AND FASTENER RECOMMENDATIONS ARE BASED ON LABORATORY CONDITIONS. BECAUSE ACTUAL JOB SITE CONDITIONS VARY AND ARE UNCONTROLLABLE BY TFC. WE ASSUME NO LIABILITY FOR THE USE OF THIS INFORMATION.
Performance Specifications Strengths
(Carbon Steel)
Pullover Strength in Pounds
Tensile (lbs. min)
Shear (avg. lbs. ult.)
Torsional (min. in. lbs.)
#9-15
1,800
1,200
50
1/2" O.D.
515
#10-15
1,850
1,216
65
9/16" O.D.
587
#10-12
2,100
1,400
65
15mm O.D.
564
810
#12-8
2,183
1,946
80
#12-11
2,778
2,000
92
#14-10
3,150
2,150
125
Size
Pullout Values in Wood
Washer Size
(Carbon Steel or Stainless Steel)
#9-15
2x Pine
328
1/2" CDX
#10-15
#10-12
#12-8
#14
3/4" 580
580
625
650
1"
225
230
230
384
384
full
5/8" CDX
328
340
340
446
489
full
3/4" CDX
476
480
480
587
667
full
250
7/16" OSB
183
234
251
245
full
19/32" OSB
276
326
456
365
full
23/32" OSB
261
352
524
406
full
22ga (.031")
20ga (.035")
674
875
1100
1627
744
915
993
1246
1097
1166
1643
TRI-SEAL
Embd Depth
572
24ga (.023")
18ga (.049")
Corrosion Test Results
Pullout In Pounds Material
26ga (.019")
37
#9 and #14
Kesternich
30 cycles
5 cycles
Salt Spray
1,000 hours
48 hours
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
Visit our website for the most up-to-date product and technical information!
PANEL-TITE
Visit our website for the most up-to-date product and technical information!
THE LARGEST SELECTION OF LOW PROFILE PANCAKE HEAD SCREWS
®
CLIP FASTNER
#10, #12, & 1/4" gimlet points and drill points
Wood or thin metal
CONCEALOR® low profile head fasteners are engineered to perform in a variety of applications. They are specified in many metal roofing systems to attached SSR clips to metal or wood. They are easy to install and provides optimal strength.
A
Sizes Description
B
E
F
I
metal applications J
K
WT Per M Pcs
<= 20 ga.
101000CGC
5,000 pcs
7.9#
B
#10-13 X 1” GP 302 Stainless Steel
Aluminum
101000CESS
5,000 pcs
7.9#
C
#10-9 X 1” TYPE 17 Long-life TRI-SEAL™ coated
<= 20 ga.
101000CGC17
5,000 pcs
7.9#
D
#10-9 X 1-1/8” ULP Long-life TRI-SEAL™ coated
<= 24 ga.
101125CGWC
5,000 pcs
8.2#
E
#10-9 X 1-1/8” ULP 410 Stainless Steel
<= 24 ga.
101125CGWSS
5,000 pcs
8.2#
F
#10-13 X 1-1/2” GP Long-life TRI-SEAL™ coated
<= 20 ga.
101500CGC
2,500 pcs
10.5#
G
#10-13 X 1-1/2” GP 302 Stainless Steel
Aluminum
101500CESS
2,500 pcs
10.5#
H
#10-13 X 2” GP Long-life TRI-SEAL™ coated
<= 20 ga.
102000CGC
2,500 pcs
14.0#
I
#12-14 X 1” GP LL Long-life TRI-SEAL™ coated
<= 20 ga.
121000CGC
5,000 pcs
10.0#
J
#10-16 X 5/8” DP3 .0003” Zinc and Yellow
.175” Max
100625C2
5,000 pcs
7.3#
K
#10-24 X 5/8” DP3 .0003” Zinc and Yellow
.210” Max
100625PBLZ
5,000 pcs
7.3#
L
#10-16 X 1” DP3 .0003” Zinc and Yellow
.175” Max
101000C3
5,000 pcs
7.9#
M
#10-16 X 1” DP3 410 Stainless Steel
.175” Max
101000C34S
5,000 pcs
7.9#
N
#12-14 X 1” DP3 LL Long-Life TRI-SEAL™ Coated
.210” Max
121000C3C
5,000 pcs
10.0#
O
#12-14 X 1” MP .0003” Zinc and Yellow
14 ga. Max
121000CMP
5,000 pcs
9.8#
P
1/4-14 X 1” DP3 .0003” Zinc and Yellow
1/4” Max
141000C3YZ
2,500 pcs
14.0#
#2 Combo Square/Phillips Recess Drive
L
Carton Quantity
#10-13 X 1” GP LL Long-life TRI-SEAL™ coated
G
H
Part Number
A
C
D
Drilling Thickness
Bagged 250 pcs. per bag for your convenience!
M
Need it Ultra Low? N
• 50% thinner head. • Special deep thread pulls the fastener tighter.
O
Use the original... CONCEALOR ULP ultra low profile fastener
P Army Corp of Engineers
24ga maximum
20
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
CLIP FASTENER Pullout loads Pullout In Steel - Average Ultimate in Pounds (35ksi Test Material) F 24 ga Fastener (.024”) Dia. & Point 208 #10-16 DP3 #12-14 DP3 215 #12-14 DP1/Lap 261 #12-24 DP4 #14-13 DP1 338 1/4-14 DP3
22 ga (.021”) 267 292 338
20 ga (.030”) 295 343 390
574
720 343
18 ga (.048”) 503 555 649 375 961 533
Material Thickness 16 ga 14 ga (.060”) (.075”) 710 968 752 1,066 890 1,259 500 978 1,000 1,350 886 1,077
12 ga (.105”)
1/8” (.125”)
1,200
2,000
2,170
2,030
3/16” (.188”)
Pullover
1/4” (.250”)
3,844 3,863
Screw
Tee Clip 24 ga. (Ave. Ultimate)
Zee Clip 24 ga. (Ave. Ultimate)
#10 DP3
415 lbs.
510 lbs.
#12 GP
430 lbs.
692 lbs.
#14 DP1
407 lbs.
677 lbs.
* Berridge Clips
*4,493
* Exceeds tensile strength F
Pullout In Wood - Average Ultimate in Pounds Wood Type Fastener 5/8” 3/4” 7/16” 19/32” 1/2” Dia. & Point Plywood Plywood Plywood OSB OSB 350 390 550 234 326 #10-13 GP #10-9 GP 362 396 558 235 331 #12-14 DP1/Lap 376 415 598 251 351 #12-14 GP 377 418 600 255 356 #14-13 DP1 407 483 625 325 367
Performance Specifications
23/32” OSB 352 358 378 382 440
2x4 SYP 572 575 550 625 675
Fastener Diameter & Material #10-9 / Carbon #10-9 / 410SS #10-13 / Carbon #10-13 / 304SS #10-16 / Carbon #10-16 / 410SS #12-14 / Carbon #12-14 / 304SS #12-24 / Carbon 1/4-14 / Carbon #14-13 / Carbon
Decking fasteners tested with full thread embedment. 2 x 4 SYP with 1” embedment
FASTENER PROPERTIES Thread Major Dia.
Material
Head Dia.
Head Thickness
Drive
Finish
#10-16 DP2
.180”
C1022
.435”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow
#10-24 DP3
.185”
C1022
.435”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow
#10-13 GP
.190”
C1022 304 SS
.450”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow Option: TRI-SEALTM Coated Passivated
#10-16 DP3
.180”
C1022 304 SS
.450”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow Passivated
#10-9 GP (ULP)
.200”
C1022 304 SS
.435”
.040”
#2 Sq/Phil
.0003” Zinc & Yellow Option: TRI-SEALTM Coated Passivated
.220”
C1022 304 SS
.450”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow Option: TRI-SEALTM Coated Passivated
#12-14 DP1
.210”
C1022
.450”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow
#12-14 DP3 (SD300)
.210”
C1022 304 SS
.450” .500”
.080” .090”
#2 Sq/Phil T-25 Torx
.0003” Zinc & Yellow Option: TRI-SEALTM Coated .0003” Zinc & Clear
#12-24 DP4
.210”
C1022
.425”
.110”
#3 Sq
.001” Black Epoxy
#14-13 DP1
.238”
C1022
.500”
.090”
#2 Sq
.001” Black Epoxy
1/4-14 DP3
.245”
C1022
.500”
.080”
#2 Sq/Phil
.0003” Zinc & Yellow
Salt spray
Minimum Ultimate Tensile Shear (lbs.) (lbs.) 1,520 1,150 2,500 1,625 1,725 1,125 1,040 701 2,100 1,400 3,200 2,130 2,778 2,000 2,630 1,978 3,450 2,420 4,275 2,600 3,620 2,500
Torsional (lbs-in) 60 85 60 45 61 92 100 85 110 150 115
tooling
Thread Type and Point
#12-14 GP
Thread Diameter 0.200” 0.200” 0.195” 0.195” 0.186” 0.186” 0.212” 0.212” 0.213” 0.243” 0.235”
Screwgun RPM Carbon Steel & 410SS Fasteners 2,500 RPM maximum 304 Stainless Steel Fasteners 1,000 RPM maximum For optimal performance, use screwguns with torque control feature. DO NOT OVER-TORQUE FASTENERS. Fastening Tips • A minimum of three (3) factors of safety should be used for most selfdrilling or self-tapping fasteners. Consult a design professional for appropriate values. • Install fastener perpendicular to the work surface and tighten to no more than approximately 70% of the torsional strength. • Allow at least three full threads to extend beyond the material. For wood applications, allow 1” minimum embedment or full thread embedment in plywood and OSB for optimal pullout resistance.
SALT SPRAY Per ASTM B117 (Hours to red rust) Carbon steel and 410 stainless steel materials Coating Salt Spray .0002” min. (6um) zinc with clear chromate 32hrs .0003” min. (8um) zinc plating with yellow dichromate 144hrs Epoxy (ACQ Compatible) 500hrs TRI-SEAL™ Long-life Coating (ACQ Compatible) 1,000hrs
The chart to the right provides general information with regard to corrosion resistance of various plating and coatings. Contact TFC for detailed information.
Fastener compatibility for metal roofing and wall cladding
Refer to page 16 for detailed information on this chart.
Table developed by the Metal Construction Association Members (Rev. by MCA 09.27.10) Fastener Material Organic Coated Steel Screws2
Hot-Dip Galvanized Steel Nails3 and Screws
Zinc-Alloy Head Steel Screws
Stainless Capped Head Steel Screws
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No Yes4
Yes
Yes
Yes
Yes
Yes
Aluminum
No
Yes
Copper & Copper Alloys
No
No
Stainless Steel
No
Zinc alloy
No
Metal Roof or Wall Cladding Material Unpainted Galvanized Steel Painted Galvanized Steel Unpainted Galvalume Steel Painted Galvalume Steel
Zinc Plated Steel Screws2 Yes4 Yes4
Visit our website for the most up-to-date product and technical information!
TECHNICAL DATA
®
Aluminum
Copper and Copper Alloys
300 Series Stainless Steel
400 Series Stainless Steel
Yes
No
Yes
Yes
Yes
No
Yes
Yes
Yes
Yes
No
Yes
Yes
Yes
No
Yes Yes4
Yes4
No
No
No
Yes
No
Yes
No
No
No
No
No
No
Yes
Yes4
No
No
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
Yes
No
Yes
Yes
23
Yes
DISCLAIMER: All data and specifications are based on laboratory tests . Appropriate safety factors should be used by the user or specifier. D etermining the proper fastener is the responsibility of the user or specifier. Because application conditions vary, we assume no liability for the use of this information.
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
Original “Simplex” Cap Nails
Wood Applicable Substrate
Fastener Data Sheet Sizes & Quantities: # 1 2 3 4 5 6 7 8 9 10 11
Shank Length 1/2” 5/8" 3/4" 7/8" 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/2" 3"
FABRIC FATSENER
Fastening Required Shank Range Deck Gage Max. Total Penetration Thickness Plywood 12 1/16" The 12 1/16" Nail 12 1/16" Must 12 1/16" Pass 12 1/16" Through 11 1/4" The 11 1/2" Plywood 11 3/4" By 11 1" A 11 1 1/2" 1/4" 11 2"
Required Deck Penetration Wood 1/2" 5/8" 3/4" 7/8" 1" 1" 1" 1" 1" 1" 1"
*Approximate Count
*Pieces / Pound 128 124 115 112 110 104 90 84 82 71 71
25 Lbs.Box
50 Lbs.Box
*Pieces Pounds *Pieces Pounds *Pieces Pounds /Box /Box /Pail /Pail /Box /Box 2,725 25 5,450 50 2,650 25 5,300 50 2,550 25 3,200 37 5,100 50 2,475 25 3,200 33 4,950 50 2,400 25 3,200 33 4,800 50 2,275 25 2,800 32 4,550 50 1,950 25 2,500 30 3,900 50 1,825 25 3,650 50 1,725 25 3,450 50 1,550 25 3,100 50 1,400 25 2,800 50
Design Options:
Uses:
Shank Types
Coating Types
Container
Cap
Nail Materials
Annular Grooved
Bright
25 Lbs. Boxes
1"
Hi-Carbon Steel
Smooth
Job Pail
Yellow Dichromate Electro Galvanized 50 Lbs. Boxes Pails
Hot Dipped Galvanized Rust-Lok®
Design Features: ! Head and nail shank are welded together (an exclusive ! The "original" capped roofing nail ! Ring shanks for additional pull out resistance ! Installed with hand or pole hammer ! Round head will not puncture roof membrane ! Fits perfectly in the 2" and 3" Simplex Rupture Discs
1. Nailable copping substrate 2. Nailable cant strip fastener 3. Nailable curbs for equipment supports 4. Nailable curbs for skylights 5. Nailable curbs for expansion joints 6. Nailable curbs for vents
feature)
Pullout Results:
! Asphalt shingle fastener ! Aluminum shingle fastener ! Slate shingle fastener ! Tile shingle fastener ! Metal batten, flat, & standing seam fastener ! Perimeter wood nailer fastener for:
Approvals: American Plywood Association FFN-105b Type II, Style 20
Rupture Discs:
Average Pullout Resistance (lbs.)
Smooth
Annular Grooved
1/2" Plywood 3/4" Plywood 2" Pine Plank
81 99
155 224 190
67
Test performed by Simplex Nails and Fasteners and the American Plywood Association
Made of Galvalume metal to prevent corrosion Designed to fit all simplex nails Disc will increase rupture resistance to softer metals 2" Rupture Disc is recommended for base sheet attachment 3" Rupture Disc is recommended for insulation attachment. Disc Diameter 2" 3"
Disc Shape Round Round
Disc Design Parabolic Parabolic
*Pieces /Pound 50 23
*Pieces /Box 1000 1000
Pounds /Box 20 45
Simplex Nails & Fasteners 100 Petty Road, Suite A · Lawrenceville, GA 30043 · (800) 622-3354 · FAX (770) 822-6822 · www.simplexnails.com
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Full line of high performance wood deck fasteners SIZES
Carbon Steel
Carton Quantity
Size
Coarse Thread - TRI-SEAL COATED • Exterior wood screw for outdoor applications including desks, treated wood, patios and fencing. • TRI-SEAL coated formulated for ACQ treated lumber!
Drive Style
Carton Weight (lbs.)
6 x 1"
10M
+
32
6 x 1-1/4"
8M
6 x 1-5/8"
5M
+/ +/
24
30
6 x 2"
3.5M
+/
21
8 x 2-1/2" 8 x 3"
2.5M 2M
+/ +/
24 24
10 x 3-1/2"
1.5M
24 27
10 x 4"
1M
10 x 5"
1M
+/ +/ +
10 x 6"
1M
+
30
Carton Quantity
Carton Weight (lbs.)
8 x 1-1/4"
5M
28
8 x 1-5/8"
4M
29
• For best possible corrosion resistance in ACQ Treated Lumber!
8 x 2"
3M
25
• Type 17 point provides superior penetration through the hardest of woods.
10 x 2-1/2"
• 305 stainless steel provides maximum strength with superior corrosion protection.
10 x 3"
28
305 Stainless Steel
305 Stainless Steel • 305 stainless steel coarse thread deck screw, #2 square drive, type 17 point.
Size
• Exterior wood screw for outdoor applications including desks, treated wood, patios and fencing applications that require a high degree of corrosion resistance.
10 x 3-1/2"
Composite Deck Screws - COATED •For flush mounting of the fasteners without mushrooming!
Ordinary Bugle Head
2M
25
1.5M
23
1M
18
Seats Flush
SIZE: #10 x 2-3/4"
Dec-King Exterior Wood Screws
Selector Guide Head Style
Part Number
6 x 1-1/4" 6 x 1-5/8"
#2 Phillips Bugle #2 Phillips Bugle
2176500 2136500
7 x 2"
#2 Phillips Bugle
2138500
8 x 2-1/2"
#2 Phillips Bugle
2140500
8 x 3"
#2 Phillips Bugle
2141500
10 x 3-1/2"
#2 Phillips Bugle
2142500
Description
Applications 1" x 4" or 1" x 6" 1" x 4" or 1" x 6" 5/4" 1" 5/4" 2" 2" 2" 2"
x x x x x x x
4" 4" 4" 4" 6" 4" 6"
or or or or or or or
5/4" x 6" 1" x 6" 5/4" x 6" 2" x 6" 2" x 8" 2" x 6" 2" x 8"
Base Trim; Lattice Base Trim; Ballisters; Lattice Radius Edfed Decking; Base Trim; Ballisters; Lattice Radius Edged Decking Decking Rail Cap or Base Trim Decking Rail Cap or Base Trim
2" x 4" or 2" x 6" 2" x 6" or 2" x 8"
Decking Rail Cap or Base Trim
Product Features Coated with Climacoat® for maximum resistance to corrosion, staining and streaking inside the lumber and on the deck. Approved for use is ACQ treated lumber. Outperforms all zinc based platings in treated wood.
Performance Data
Corrosion Resistance Kesternich Results (DIN 50018, 2.0L) • 25 Cycles - 10% or less red rust
Salt Spray Results (ASTM B117) • 1000 hours - 10% or less red rust
Pullout strength is superior over nails. Eliminates wood splitting, nail pops, hammer marks and bent nails. Now available in both #2 Phillips and #2 Square Drive.
Pullout Values (average pounds ultimate) Embedment 2'' x 4'' Stud Grade S.Y. Pine Description
1/2"
3/4"
1"
6 x 1-1/4"
182
329
422
1-1/4" -
6 x 1-5/8"
182
329
422
620
7 x 2"
189
318
440
630
8 x 2-1/2"
186
290
502
630
8 x 3"
186
290
502
645
10 x 3-1/2"
241
386
522
721
Note: The values listed are ultimate averages achieved under laboratory conditions. An appropriate safety factor should be applied in these values to achieve a design value.
39
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
Visit our website for the most up-to-date product and technical information!
WOOD DECK FASTENERS
MISC WOOD SCREWS
BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX - BACK TO INDEX
Visit our website for the most up-to-date product and technical information!
STEEL FRAMING FASTENERS SHEET METAL
TRACER® D.S. Round Washer Head
TRACER® D.S. Pan Framer Attachment of steel stud of steel track or for splicing steel stud up to 14 gauge (.075") total thickness.
Size/Length
Attachment of wood trim thru drywall to steel stud up to 14 gauge (.075").
Carton Quantity (M)
6 x 7/16" 8 x 1/2" 8 x 1"
10 10 10
8 x 1/2" 8 x 3/4" 8 x 1 1/4"
.00015" zinc plated zinc plated
BLAZER® Lo Profile Pancake Head
Fastener for steel framing applications.
8-16 x 5/8" DP2
10 5 10
.00015" zinc plated zinc plated
BLAZER® Pan Head Size/Length
Carton Quantity (M)
Size/Length
Fastener for steel framing applications.
Head Type
Size/Length
Phillips pan
Head Type
10-16 x 5/8" DP3
#2 square recess pancake
.00015" zinc plated zinc plated .0003" zinc and yellow
BLAZER® Hi-Hex
BLAZER® Lo Profile High Torq Pancake Head #2 Sq.
Fastener for steel framing applications. With serration.
Fastener for steel framing applications. Size/Length 10-24 x 5/8" DP3 high torq
Size/Length
Head Type
.0003" zinc and yellow
BLAZER® Long-Pilot Long pilot section allows the fastener to complete the drilling before tapping occurs, eliminating drill point failures.
Fastener for steel framing applications.
12-24 x 1 1/4" DP5 heavy gauge up to 1/2"
5/16" Hi-Hex design
.0003" zinc plated
BLAZER® Heavy Gauge Size/Length
Head Type
10-16 x 5/8" DP3 10-16 x 3/4" DP3
#2 Sq.Phil recess pancake
Size/Length
Head Type
Head Type
12-14 x 7/8" DP3
5/16" HWH
5/16" Hex washer head
Finish: .0003" min. electro zinc plated with flouropolymer topcoat. .0003" zinc plated with long life coating. Corrosion results: 1,000 hrs. salt spray Applications: Drilling and tapping up to .210" thick steel.
STRESS-LESS® Framing Screw Fastener for steel framing applications with high stress concentrations. Drill and tap uo to 1/4" steel! Size/Length
For technical data, refer to page 12.
Head Type
1/4-14 x 7/8" DP3
5/16" Hex washer head
Epoxy Coated
84
TRIANGLE FASTENER CORPORATION 800.486.1832 / www.trianglefastener.com
MISC HAT CHANNEL
Â
DETAILS METAL ROOF AND WALL PANELS
BattenLokÂŽ HS Technical/Installation Information
BattenLok® HS
ROOFING SYSTEM GENERAL DESCRIPTION
16" or 12" 2" With Striations
Coverage Width - 16" or 12" Minimum Slope - 1/2:12 Panel Attachment - Low, High (Fixed or Floating) or Utility (No insulation clearance) Panel Substrate - Galvalume® (standard) Gauge - Standard: 24 ; Optional: 22 Finishes - Smooth Striated (standard)* or Embossed Striated and SMooth or Embossed Striated with Pencil Ribs Coatings - Signature® 200, Signature® 300, Signature® 300 Metallic
PRODUCT SELECTION CHART Signature® 300 Metallic PRODUCT
Signature® 300
Signature® 200
Galvalume Plus®
24 Ga.
22 Ga.
24 Ga.
22 Ga.
24 Ga.
22 Ga.
24 Ga.
22 Ga.
BattenLok® HS 16" Wide 12" Wide
Signature is a registered trademark of NCI Group, Inc. Galvalume Plus is a registered trademark of BIEC International.
— Available in any quantity. — Minimum quantity may be required. Other colors, finishes, gauges, and materials available; please inquire. * Striated panels are standard to reduce “oil canning”.
CAUTION
Diaphragm capabilities and purlin stability are not provided by manufactures BattenLok® HS roof system. Therefore, other bracing may be required to conform to A.I.S.C. or A.I.S.I. specifications. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-3
BattenLok® HS
ROOFING SYSTEM ARCHITECT/ENGINEER INFORMATION 1. BattenLok® HS is a mechanically seamed roof system. BattenLok® HS panels are available in 12" and 16" widths. Factory applied mastic inside of female leg of panel is standard. 2. BattenLok® HS is a structural roofing panel. This panel can be installed directly over purlins or bar joists. It does not require a solid substructure for support. The BattenLok® HS roof system has several different UL 90 construction numbers. 3. BattenLok® HS is recommended for roof slopes of ¹⁄₂:12 or greater. 4. Weathertight and aesthetically pleasing endlaps may be accomplished through the use of swaged and prepunched panels. 12" wide panels are not prepunched for endlaps. The manufacturer provides a prepunched back-up plate at the endlap for weathertightness. Swaged endlaps require the roof erection to proceed from right to left as viewed from the eave looking toward the ridge. Roofs with no endlaps and less than 6:12 may be erected from either direction. 5. Heavier gauges, striations and embossing and installation over a solid deck minimize oil canning. Industry standard is a minimum 24 gauge material. Striations are standard to reduce oil canning. Oil canning is not a cause for rejection. Panels are available with the option of striated with pencil ribs. 6. Substructure must be on an even plane from eave to ridge to avoid panel distortion (¹⁄₄" in 20', ³⁄₈" in 40' tolerance). 7. All panels require end sealant at eave and valley conditions; however, for illustration purposes, this sealant is not shown on all drawings. 8. For proper fastener application, see Product Checklist. 9. All perimeter trim dimensions in this manual are based on a wall panel thickness of 1¹⁄₄" ("PBR" Panel). Any variation from this wall panel thickness may affect the perimeter trim dimensions. 10. The information in this manual is believed to be correct and accurate. 11. Drawings in this manual utilize the low floating clip. Clips are available in low or high fixed, low or high floating and utility. 12. Avoid restricting the thermal expansion and contraction of the BattenLok® HS panels. (ie: Do not attach panel to the substructure at both the eave and ridge.) However, panels must be attached to the substructure at one end to prevent their sliding downslope. 13. BattenLok® HS panels are not designed to be work platforms. Avoid any unnecessary foot traffic on BattenLok® HS panels. If foot traffic is required, protect the roof panels by using soft soled shoes and some type of roof pad, temporary deck, or walkway. 14. WARNING: Light transmitting panels are not designed or intended to bear the weight of any person walking, stepping, standing or resting on them. THE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, that any person can safely walk, step, stand or rest on or near these light transmitting panels or that they comply with any OSHA regulation. 15. A vapor retarder may be necessary to protect roofing components when high interior humidity is a factor. The need for a vapor retarder, as well as the type, placement and location should be determined by an architect or engineer. The following are examples of conditions that may require a vapor retarder: (A) Projects where outside winter temperatures below 40°F are anticipated and where average winter interior relative humidity of 45% or greater is expected. (B) Building usages with high humidity interiors, such as indoor swimming pools, textile manufacturing operations, food, paper or other wet-process industrial plants. (C) Construction elements that may release moisture after the roof is installed, such as interior concrete and masonry, plaster finishes and fuel burning heaters. 16. Typically, when wood decks are used, they are temporarily protected by the installation of a moisture barrier over the wood deck. If utility clips are to be used, the BattenLok® HS panel will lay tight to the wood deck. If tin tabs are used to attach the moisture barrier to the deck, they must be covered with duct tape or some other material to prevent them from rusting the back side of the panels. Also, plastic washers may “telegraph” through the panels. 17. Field cutting of the panels should be avoided where possible. If field cutting is required, the panels must be cut with nibblers, snips, or shears to prevent edge rusting. Do not cut the panels with abrasive saw blades, grinders, or torches.
CAUTION Application and design details are for illustration purposes only, and may not be appropriate for all environmental conditions or building designs. Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices. BHS-4
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
ENGINEERING UNDERWRITERS LABORATORIES APPROVAL BattenLok® HS
Substrate
UL-2218 Impact Resistance
UL-263 Fire Rating
UL-580 Rating
5'-0 ¹⁄₁₆"
Open Framing
Class 4
Class A
Class 90
N/A
5'-0 ¹⁄₄"
Open Framing
Class 4
Class A
Class 90
24 min.
**
5'-0 ¹⁄₄"
Open Framing
Class 4
Class A
Class 90
16"
24 min.
**
2'-6"
Composite System
Class 4
Class A
Class 90
437
16"
24 min.
**
5'-0"
Plywood
Class 4
Class A
Class 90
449
16"
24 min.
*
5'-0"
Open Framing
Class 4
Class A
Class 90
451
16"
24 min.
*
2'-0"
Composite System
Class 4
Class A
Class 90
452
16"
24 min.
*
2'-0"
Composite System
Class 4
Class A
Class 90
487
16"
24 min.
**
4'-0"
Composite System
Class 4
Class A
Class 90
Construction Number
Panel Width (In.)
Clip Clip Type Spacing
Gauge
90
16"
24 min.
*
176
16"
24 min.
180
16"
238B
* Fixed or Floating (high or low) ** Fixed or Floating (high, low, or utility) NOTES: 1. Tests procedures are in accordance with Underwriters Laboratories Standard UL-580 under “Tests For Uplift Resistance of Roof Assemblies”. 2. A detailed installation method is available for each Construction Number above and can be found in the UL Roofing Materials and Systems Directory. The panels must be installed in a certain manner to achieve the published results. 3. The panel qualifies for a Class A fire rating in compliance with Underwriters Laboratories Standard UL-263 when installed over a non-combustible substrate. A Class C fire rating can be obtained over a combustible deck. 4. The panel system qualifies under the following Fire Resistance Design Numbers: P225, P227, P230, P237, P265, P268, P508, P510, P512, P701, P711, P720, P722, P726, P731, P734, P801, P815, and P819. Refer to the UL Fire Resistance Directory for specific construction methods and hourly ratings. 5. BattenLok® HS panels carry a Class 4 rating under UL-2218 “Test Standard For Impact Resistance”.
BattenLok® is a registered trademark of NCI Building Systems, L.P. Galvalume® is a registered trademark of BIEC International, Inc. Vise-Grip® is a registered trademark of American Tool Companies, Inc. BHS-6
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
ENGINEERING BattenLok® HS
16"
16" 2"
2"
Striated with Pencil Ribs
With Striations
SECTION PROPERTIES NEGATIVE BENDING
POSITIVE BENDING
PANEL
Fy
WEIGHT
Ixe
Sxe
Maxo
Ixe
Sxe
Maxo
GAUGE
(KSI)
(PSF)
(IN.4/FT.)
(IN.3/FT.)
(KIP-IN.)
(IN.4/FT.)
(IN.3/FT.)
(KIP-IN.)
24
50
1.38
0.0574
0.0538
1.6096
0.1324
0.0779
2.3324
22
50
1.72
0.0794
0.0776
2.325
0.1779
0.1057
3.1654
NOTES: 1. All calculations for the properties of BattenLok® HS panels are calculated in accordance with the 2012 edition of the North American Specification For Design Of Cold-Formed Steel Structural Members. 2. Ixe is for deflection determination. 3. Sxe is for bending. 4. Maxo is allowable bending moment. 5. All values are for one foot of panel width.
The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of ColdFormed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-9
BattenLok® HS
ENGINEERING BattenLok® HS
16"
16"
2"
2" With Striations
Striated with Pencil Ribs
ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 24 Gauge (Fy = 50 KSI)
SPAN TYPE
LOAD TYPE
SPAN IN FEET 2.5
3.0
3.5
4.0
4.5
5.0
5.5
SINGLE
LIVE
162.0
135.0
115.7
112.6
88.9
72.0
59.5
2-SPAN
LIVE
162.0
126.9
93.3
71.4
56.4
45.7
37.8
3-SPAN
LIVE
162.0
135.0
115.7
89.3
70.5
57.1
47.2
4-SPAN
LIVE
162.0
135.0
108.8
83.3
65.8
53.3
44.1
22 Gauge (Fy = 50 KSI)
SPAN IN FEET
SPAN TYPE
LOAD TYPE
2.5
3.0
3.5
4.0
4.5
5.0
5.5
SINGLE
LIVE
233.4
194.5
166.7
151.3
119.5
96.8
80.0
2-SPAN
LIVE
233.4
182.7
134.3
102.8
81.2
65.8
54.4
3-SPAN
LIVE
233.4
194.5
166.7
128.5
101.5
82.2
68.0
4-SPAN
LIVE
233.4
194.5
156.7
120.0
94.8
76.8
63.5
NOTES: 1. THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT. 2. Strength calculations based on the 2012 AISI Standard “North American Specification for the Design of Cold-formed Steel Structural Members.” 3. Allowable loads are applicable for uniform loading and spans without overhangs. 4. LIVE load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of L/180 under strength-level loads. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart. 6. The use of any field seaming equipment or accessories including but not limited to clips, fasteners, and support plates other than tha provided by the manufacturer may (eave, backup, rake, etc.) damage panels, void all warranties and will void all engineering data. 7. This material is subject to change without notice. Please contact MBCI for the most current data.
The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for coldformed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.
BHS-10
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST BattenLok® HS Panel
• Recommended for use when clips are attached directly to bar joists.
Clip, Floating (Optional) 16" or 12" 2 ³⁄₈"
16" 12"
2" With Striations
• Low – For use with or without ³⁄₈" thermal spacer.
LOW
16"
HW-240
3"
2"
16"
Striated with Pencil Ribs
• Low – For use with or without ³⁄₈" thermal spacer.
Clip, Floating 2 ³⁄₈"
HW-220
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer.
HIGH
HW-242
• For use at ridge and endlaps • Prepunched • 16 gauge red oxide
Back-Up Plate
LOW
3"
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer.
HIGH
HW-222
16" Wide
Rake Support
• Low – For use with or without ³⁄₈" thermal spacer
Clip, Fixed 2 ³⁄₈"
HW-226
• • • •
LOW
3 ¹⁄₂"
HW-7722 - High
HIGH 3"
HW-7712 - Low
2 ⁷⁄₈"
Rake Support Utility
• • • •
• High – For use with ³⁄₈", ⁵⁄₈" or 1" thermal spacer
HIGH
HW-224 Clip, Utility
2"
• For applications that do not require the clearance provided by the low and high clips.
20'-0" length 14 gauge red oxide Factory slots For use with low or high clip
2 ³⁄₈"
LOW
3"
HW-7766
12" Wide HW-7764
20'-0" length 14 gauge red oxide Factory slots For use with utility clip
2" 3 ⁷⁄₈"
HW-7732
Bearing Plate Standard
• 16 gauge red oxide • For use with low or utility systems • For use with rigid board insulation
5"
⁄₈"
3⁷
HW-218 SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
HW-7500 REV 00.01
BHS-11
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST • ³⁄₁₆" x 2 ¹⁄₂" x 20' • For use at valley when using exposed fasteners • For use with roof curbs
Tape Sealer
Triple Bead
HW-502
• Polystyrene block used to increase the insulation capacity along the purlins
Thermal Spacer
³⁄₈",⁵⁄₈", or 1" 15 ⁷⁄₈"
• ³⁄₁₆" x ⁷⁄₈" x 25' • For use at eave, ridge, endlaps and trim connections
3"
HW-583 ³⁄₈"
Tri-Bead
HW-582 ⁵⁄₈" HW-504
Tape Sealer-Swaged
HW-581
Panel Hemming Tool
1"
Tube Sealant
6"
Urethane (White) - HW-540 Urethane (Gray) - HW-541
Non-Skinning Butyl - HW-549 Urethane (Bronze) - HW-542
HW-515
Metal Vent Material
HW-602
• 24 gauge • Painted
Outside Closure
Light Transmitting Panel (Reinforced) ‡
12"
10'-6" 9'-2"
• Std. Uninsulated - HW-1620HSB • UL 90 Insulated - HW-1617HSB • UL 90 Uninsulated - HW-1616HSB • Std. Insulated - HW- 1621HSB
HW-440
12" wide HW-446 HW-525
16" wide
‡ It is the user’s responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall-through.
BHS-14
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Ridge Flashing
• Includes Cinch Angles and Flexible Membrane • Specify Roof Slope
Floating Peak Box
"A"
2¹⁄₂"
COLOR 120 °
PART NO.
ROOF PITCH
DIM. “A”
FL-200
¹⁄₂-3³⁄₄:12
3¹⁄₂"
FL-202
3¹³⁄₁₆-6:12
4¹⁄₂"
FL-213
¹⁄₂-3³⁄₄:12
6¹⁄₂"
FL-214
3¹³⁄₁₆-6:12
7¹⁄₂"
Ridge Flashing for Perforated Vent Drip
1¹⁄₄"
120°
FL-125 Length - 2'-1" Girth - 33¹⁄₄" • For use with FL-200, FL-202, FL-213, FL-214, FL-300, FL-302, FL-540 or FL-541 Ridge Flashing
NOTE For use without ventilator 18" Peak purlin spacing For use without ventilator 24" Peak purlin spacing
FL-126 Length - 2'-6" Girth - 37¹⁄₄" • For use with FL-205, FL-207, FL-303, FL-304, FL-543 or FL-544 Ridge Flashing
Perforated Vent Drip
COLOR
"A"
1¹⁄₄"
PERFORATED
"
¹⁄₂
2¹⁄₂"
• Use w ith FL-300, FL-302, FL-303 or FL-304 Ridge Flashing
1"
ROOF PITCH
DIM. “A”
NOTE
FL-300
¹⁄₂-3³⁄₄:12
4¹⁄₂"
FL-302
3¹³⁄₁₆-6:12
5¹⁄₂"
FL-303
¹⁄₂-3³⁄₄:12
7¹⁄₂"
FL-304
3¹³⁄₁₆-6:12
8¹⁄₂"
For use with perforated vent drip (FL-254) 18" Peak purlin spacing For use with perforated vent drip (FL-254) 24" Peak purlin spacing
1"
PART NO.
1"
1"
Ridge/Hip Flashing - Fixed
3¹⁄₄"
24 Gauge Material
FL-254
ZEE Closure
• Use at Hips
1" "A"
COLOR
"A"
COLOR
1" FL-361
24 Gauge Material PART NO.
ROOF PITCH
DIM. “A”
FL-209
¹⁄₂-3³⁄₄:12
6"
FL-211
3¹³⁄₁₆-6:12
7"
FL-212
All Pitches
11¹⁄₂"
5¹⁄₂" For use without vent material 18" Peak purlin spacing For use without vent material 24" Peak purlin spacing
4³⁄₄"
"A" 4³⁄₄"
102° 102° 90° + ° of ROOF SLOPE
1³⁄₄"
COLOR
• Specify Ridge to be used and Roof Slope
FL-201 SUBJECT TO CHANGE WITHOUT NOTICE
SEE
135°
" ⁵⁄₈
PART NO.
ROOF PITCH
DIM. A
FL-265
¹⁄₄-1³⁄₄:12
2"
FL-265B
1¹³⁄₁₆-4:12
3¹¹⁄₁₆"
www.mbci.com FOR CURRENT INFORMATION
• Specify open hem when using with continuous cleat
Sculptured High Side Eave Trim
NOTE
Ridge End Cap
REV 00.01
BHS-15
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Parapet Rake Cleat High Wind
Box Rake Trim 3"
COLOR
1" ³⁄₄"
5" " ⁵⁄₈
1"
FL-306
³⁄₄"
Box Gutter with Drip Edge
FL-292 Gutter Strap
1¹⁄₂"
6"
COLOR
• For use with Box Gutter
⁵⁄₈" 1" 2"
4¹⁄₂"
5¹⁄₂"
SPECIFY ANGLE
10"
5¹⁄₄" COLOR
Specify Roof Pitch
T-5271
Parapet High Side Eave Flashing - Fixed
• Specify Roof Slope
6"
24 Gauge Material
FL-310
Gutter Ends Left or Right
• Use with T-5271Box Gutter with Drip Edge • Specify left or right
COLOR
5¹⁄₂" FL-276
T-5291 Parapet High Side Eave Flash Floating
Parapet Rake Flash
COLOR 4"
"A"
COLOR
4³⁄₄"
OPEN HEM
"A" 2¹⁄₂"
1"
PART NO.
1¹⁄₄"
DIM. A
FL-285
3"
FL-286
5"
FL-287
7"
PART NO.
DIM. A
FL-275
3¹⁄₂"
FL-274
4¹⁄₂"
NOTE: All trim to be 26 gauge material unless noted. Refer to current price book for part numbers and descriptions. SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-17
BattenLok® HS
GENERAL INFORMATION PRODUCT CHECKLIST Continous Cleat
Offset Cleat
1¹⁄₂"
¹⁄₂"
2¹⁄₂"
¹⁄₈"
1¹⁄₂"
135°
¹⁄₂" 24 Gauge Material
FL-337
24 Gauge Material
FL-338
Alternate Counter Flash
Counter Flash
¹⁄₂"
⁵⁄₈"
30°
90°
2¹⁄₂" 150°
COLOR
1"
¹⁄₂"
1"
⁵⁄₈"
³⁄₄"
COLOR
24 Gauge Material
FL-341
Box Panel Cap Trim
24 Gauge Material
95° 4"
¹⁄₂"
2"
FL-272
Specify Roof Pitch
1¹⁄₈"
SPECIFY ANGLE ¹⁄₂"
Extended Valley - Utility, Low and High Systems
SPECIFY ANGLE
SPECIFY ANGLE
45°
2"
16 "
2"
11¹⁄₂"
1³⁄₈"
Standard Valley - Utility, Low and High Systems
REV 00.01
FL-271
2¹⁄₂"
SPECIFY ANGLE
BHS-18
Offset Panel Cap Trim
3¹⁄₂"
24 Gauge Material
FL-343
45° FL-705
24 Gauge Material
SEE www.mbci.com FOR CURRENT INFORMATION
FL-711
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS FIELD HEMMING PANEL END
BattenLok® HS PANEL
FIELD NOTCH PANEL HEMMING TOOL 1 ¹⁄₂"
NOTCHING PANEL END
BattenLok® HS PANEL
PANEL HEMMING TOOL BattenLok® HS PANEL
PANEL HEMMING TOOL
ENGAGING HEMMING TOOL
FORMING OPEN HEM
1 ¹⁄₂"
OFFSET CLEAT
¹⁄₂"
PANEL ENGAGEMENT
BHS-74
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
1" 1 ¹⁄₂"
¹⁄₂"
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FLOATING EAVE WITH GUTTER
BattenLok® HS PANEL
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
1¹⁄₂" NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1¹⁄₂"
EAVE END OF PANEL
¹⁄₂"
BOX GUTTER W/DRIP EDGE (T-5271)
1¹⁄₂"
EAVE SELANT DETAIL BUTYL SEALANT MUST COME IN CONTACT WITH THE DRIP EDGE TO FORM A WEATHERTIGHT SEAL
¹⁄₂"
1"
X.
A 1'-0" M
2"
PANEL WALL NESS THICK
LOW FLOATING CLIP (HW-220)
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
BattenLok® HS PANEL MOISTURE BARRIER (NOT BY MBCI)
³⁄₈"
GUTTER STRAP (FL-310) @ EVERY OTHER RIB ¹⁄₈" x ³⁄₁₆" POP RIVET (FASTENER #14) (2) PER STRAP ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
BOX GUTTER W/DRIP EDGE (T-5271)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (2) PER CLIP
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
WALL PANEL
WOOD BLOCKING (NOT BY MBCI) BUILDING DIM.
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
BHS-76
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FLOATING EAVE WITH EAVE TRIM
BattenLok® HS PANEL
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
1¹⁄₂" NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1¹⁄₂"
EAVE END OF PANEL
¹⁄₂"
EAVE SELANT DETAIL BUTYL SEALANT MUST COME IN CONTACT WITH THE DRIP EDGE TO FORM A WEATHERTIGHT SEAL
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
EAVE TRIM W/DRIP EDGE (T-5271)
1¹⁄₂"
AX.
2"
¹⁄₂"
1"
1'-0" M PANEL WALL NESS K THIC
12-11 X 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
LOW FLOATING CLIP (HW-220) BattenLok® HS PANEL MOISTURE BARRIER (NOT BY MBCI)
³⁄₈"
EAVE TRIM W/DRIP EDGE (T-5151) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (2) PER CLIP
CONT. ³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 12" O.C.
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
OUTSIDE CLOSURE WALL PANEL
WOOD BLOCKING (NOT BY MBCI) BUILDING DIM.
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-77
BattenLok® HS
DETAILS WOOD DECK FIXED RIDGE
3"
TRI-BEAD TAPE SEALER (HW-504) RIDGE END OF PANEL RIDGE TRIM (FL-209)
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS
2"
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) (1) PER RIB
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6” O.C. (DO NOT INSTALL THRU PANEL RIB)
TRI-BEAD TAPE SEALER (HW-504)
OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL
®
BattenLok HS PANEL
³⁄₈"
³⁄₈" PLYWOOD SPACER (NOT BY MBCI) TRI-BEAD TAPE SEALER (HW-504) CONT. ACROSS PANEL 14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
BHS-78
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
MOISTURE BARRIER (NOT BY MBCI) ⁵⁄₈" PLYWOOD (MIN. (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK PARAPET RAKE
BUILDING DIM.
URETHANE TUBE SEALANT CONTINUOUS
FEILD SAWCUT 1¹⁄₂" (MIN.)
COUNTERFLASH (FL-341) PARAPET RAKE TRIM (FL-285)
14-10 x 2" DECK SCREW (FASTENER #209) @ 24" O.C. (PRE-DRILL HOLE)
TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) @ 24" O.C.
FLEXIBLE MEMBRANE
LOW FLOATING CLIP (HW-220) BattenLok® HS PANEL
³⁄₈"
HIGH WIND PARAPET RAKE CLEAT (F-292)
2 x 4 x 16 GAUGE ANGLE LOW RAKE SUPPORT ANGLE (HW-7712) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
FIELD CUT & BEND UP 2" PANEL LEG AS REQ’D WHEN ENDING OFF MODULE
¹⁄₄"-14 x 1¹⁄₄" SHOULDER TEK 2 SELF-DRILLER (FASTENER #5) @ 24" O.C. (CENTER IN SLOT) ®
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 24" O.C. (PRE-DRILL ANGLE)
MASONRY WALL (NOT BY MBCI)
MOISTURE BARRIER (NOT BY MBCI) 12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) (2) PER CLIP
WOOD BLOCKING (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-81
BattenLok® HS
DETAILS WOOD DECK FIXED HIGH SIDE EAVE
7"
TRI-BEAD TAPE SEALER (HW-504) RIDGE END OF PANEL
HIGH EAVE SEALANT DETAIL
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6" O.C. (DO NOT INSTALL THRU PANEL RIB) TRI-BEAD TAPE SEALER (HW-504)
2"
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS ¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF DRILLER W/WASHER (FASTENER #1E) (1) PER RIB 14-10" x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL ³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
TRI-BEAD TAPE SEALER (HW-504)
BattenLok® HS PANEL
BOX HIGH SIDE EAVE TRIM (FL-331)
³⁄₈"
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAP TEK® W/WASHER (FASTENER #4) @ 12" O.C. MOISTURE BARRIER (NOT BY MBCI)
OUTSIDE CLOSURE ¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI) WOOD BLOCKING (NOT BY MBCI)
WALL PANEL
BUILDING DIM.
BHS-82
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK PARAPET FIXED HIGH SIDE EAVE
7"
TRI-BEAD TAPE SEALER (HW-504) HIGH EAVE END OF PANEL
BUILDING DIM.
HIGH EAVE SEALANT DETAIL MASONRY WALL (NOT BY MBCI)
FIELD SAWCUT TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
URETHANE TUBE SEALANT CONTINUOUS COUNTER FLASH (FL341)
14-10 x 2" DECK SCREW (FASTENER #209) @ 24" O.C. (PRE-DRILL HOLE)
PARAPET HIGH EAVE TRIM (FL-276) ¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6" O.C. (DO NOT INSTALL THRU PANEL RIB)
FLEXIBLE MEMBRANE URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS
TRI-BEAD TAPE SEALER (HW-504) @ TOP OF CLOSURE & TOP OF FLEXIBLE MEMBRANE OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) (1) PER RIB
2"
TRI-BEAD TAPE SEALER (HW-504) BattenLok® HS PANEL
MOISTURE BARRIER (NOT BY MBCI)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
2"
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-83
BattenLok® HS
DETAILS WOOD DECK FLOATING VALLEY
BattenLok® HS PANEL
1 ¹⁄₂"
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1 ¹⁄₂"
VALLEY END OF PANEL
¹⁄₂"
1"
¹⁄₂" 1 ¹⁄₂"
OFFSET CLEAT (FL-337)
BUTYL SEALANT MUST COME IN CONTACT WITH THE OFFSET CLEAT TO FORM A WEATHERTIGHT SEAL
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C. (FASTENER MUST GO THROUGH TAPE SEALER)
LOW FLOATING CLIP (HW-220)
1'-0"
VALLEY TRIM (FL-707)
MAX
TRI-BEAD TAPE SEALER (HW-504) BattenLok® HS PANEL
4¹⁄₂"
¹⁄₂"
2"
³⁄₈"
OFFSET CLEAT (FL-337)
.
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 5'-0" O.C.
MOISTURE BARRIER (NOT BY MBCI)
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) (2) PER CLIP
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
BHS-84
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FIXED HIP
3"
TRI-BEAD TAPE SEALER (HW-504) HIP END OF PANEL
RIDGE/HIP TRIM (FL-209)
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS
2"
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 12" O.C.
TRI-BEAD TAPE SEALER (HW-504)
ZEE CLOSURE (FL-361) (FIELD CUTTO LENGTH & BEVEL CUT TO FIT PANEL)
BattenLok® HS PANEL
³⁄₈"
14-10 x 1" TYPE “A” SELF-TAPPER W/WASHER (FASTENER #18) @ 6" O.C.
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
³⁄₈" PLYWOOD SPACER (NOT BY MBCI) TRI-BEAD TAPE SEALER (HW-504) CONTINUED ACCROSS PANEL
www.mbci.com FOR CURRENT INFORMATION
MOISTURE BARRIER (NOT BY MBCI) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
REV 00.01
BHS-85
BattenLok® HS
DETAILS FIELD HEMMING PANEL END
BattenLok® HS PANEL
FIELD NOTCH PANEL HEMMING TOOL 1 ¹⁄₂"
NOTCHING PANEL END
BattenLok® HS PANEL
PANEL HEMMING TOOL BattenLok® HS PANEL
PANEL HEMMING TOOL
ENGAGING HEMMING TOOL
FORMING OPEN HEM
1 ¹⁄₂"
OFFSET CLEAT
¹⁄₂"
PANEL ENGAGEMENT
BHS-74
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
1" 1 ¹⁄₂"
¹⁄₂"
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FLOATING EAVE WITH GUTTER
BattenLok® HS PANEL
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
1¹⁄₂" NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1¹⁄₂"
EAVE END OF PANEL
¹⁄₂"
BOX GUTTER W/DRIP EDGE (T-5271)
1¹⁄₂"
EAVE SELANT DETAIL BUTYL SEALANT MUST COME IN CONTACT WITH THE DRIP EDGE TO FORM A WEATHERTIGHT SEAL
¹⁄₂"
1"
X.
A 1'-0" M
2"
PANEL WALL NESS THICK
LOW FLOATING CLIP (HW-220)
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
BattenLok® HS PANEL MOISTURE BARRIER (NOT BY MBCI)
³⁄₈"
GUTTER STRAP (FL-310) @ EVERY OTHER RIB ¹⁄₈" x ³⁄₁₆" POP RIVET (FASTENER #14) (2) PER STRAP ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
BOX GUTTER W/DRIP EDGE (T-5271)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (2) PER CLIP
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
WALL PANEL
WOOD BLOCKING (NOT BY MBCI) BUILDING DIM.
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
BHS-76
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FLOATING EAVE WITH EAVE TRIM
BattenLok® HS PANEL
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
1¹⁄₂" NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1¹⁄₂"
EAVE END OF PANEL
¹⁄₂"
EAVE SELANT DETAIL BUTYL SEALANT MUST COME IN CONTACT WITH THE DRIP EDGE TO FORM A WEATHERTIGHT SEAL
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
EAVE TRIM W/DRIP EDGE (T-5271)
1¹⁄₂"
AX.
2"
¹⁄₂"
1"
1'-0" M PANEL WALL NESS K THIC
12-11 X 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
LOW FLOATING CLIP (HW-220) BattenLok® HS PANEL MOISTURE BARRIER (NOT BY MBCI)
³⁄₈"
EAVE TRIM W/DRIP EDGE (T-5151) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (2) PER CLIP
CONT. ³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 12" O.C.
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C.
OUTSIDE CLOSURE WALL PANEL
WOOD BLOCKING (NOT BY MBCI) BUILDING DIM.
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-77
BattenLok® HS
DETAILS WOOD DECK FIXED RIDGE
3"
TRI-BEAD TAPE SEALER (HW-504) RIDGE END OF PANEL RIDGE TRIM (FL-209)
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS
2"
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) (1) PER RIB
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6” O.C. (DO NOT INSTALL THRU PANEL RIB)
TRI-BEAD TAPE SEALER (HW-504)
OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL
®
BattenLok HS PANEL
³⁄₈"
³⁄₈" PLYWOOD SPACER (NOT BY MBCI) TRI-BEAD TAPE SEALER (HW-504) CONT. ACROSS PANEL 14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
BHS-78
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
MOISTURE BARRIER (NOT BY MBCI) ⁵⁄₈" PLYWOOD (MIN. (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK PARAPET RAKE
BUILDING DIM.
URETHANE TUBE SEALANT CONTINUOUS
FEILD SAWCUT 1¹⁄₂" (MIN.)
COUNTERFLASH (FL-341) PARAPET RAKE TRIM (FL-285)
14-10 x 2" DECK SCREW (FASTENER #209) @ 24" O.C. (PRE-DRILL HOLE)
TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) @ 24" O.C.
FLEXIBLE MEMBRANE
LOW FLOATING CLIP (HW-220) BattenLok® HS PANEL
³⁄₈"
HIGH WIND PARAPET RAKE CLEAT (F-292)
2 x 4 x 16 GAUGE ANGLE LOW RAKE SUPPORT ANGLE (HW-7712) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
FIELD CUT & BEND UP 2" PANEL LEG AS REQ’D WHEN ENDING OFF MODULE
¹⁄₄"-14 x 1¹⁄₄" SHOULDER TEK 2 SELF-DRILLER (FASTENER #5) @ 24" O.C. (CENTER IN SLOT) ®
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 24" O.C. (PRE-DRILL ANGLE)
MASONRY WALL (NOT BY MBCI)
MOISTURE BARRIER (NOT BY MBCI) 12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) (2) PER CLIP
WOOD BLOCKING (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-81
BattenLok® HS
DETAILS WOOD DECK FIXED HIGH SIDE EAVE
7"
TRI-BEAD TAPE SEALER (HW-504) RIDGE END OF PANEL
HIGH EAVE SEALANT DETAIL
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6" O.C. (DO NOT INSTALL THRU PANEL RIB) TRI-BEAD TAPE SEALER (HW-504)
2"
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS ¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF DRILLER W/WASHER (FASTENER #1E) (1) PER RIB 14-10" x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL ³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
TRI-BEAD TAPE SEALER (HW-504)
BattenLok® HS PANEL
BOX HIGH SIDE EAVE TRIM (FL-331)
³⁄₈"
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAP TEK® W/WASHER (FASTENER #4) @ 12" O.C. MOISTURE BARRIER (NOT BY MBCI)
OUTSIDE CLOSURE ¹⁄₄"-14 x 1" LONG-LIFE 'TYPE AB' SELF-TAPPER W/WASHER (FASTENER #2B)
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI) WOOD BLOCKING (NOT BY MBCI)
WALL PANEL
BUILDING DIM.
BHS-82
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK PARAPET FIXED HIGH SIDE EAVE
7"
TRI-BEAD TAPE SEALER (HW-504) HIGH EAVE END OF PANEL
BUILDING DIM.
HIGH EAVE SEALANT DETAIL MASONRY WALL (NOT BY MBCI)
FIELD SAWCUT TRI-BEAD TAPE SEALER (HW-504) EA. SIDE OF FLEXIBLE MEMBRANE
URETHANE TUBE SEALANT CONTINUOUS COUNTER FLASH (FL341)
14-10 x 2" DECK SCREW (FASTENER #209) @ 24" O.C. (PRE-DRILL HOLE)
PARAPET HIGH EAVE TRIM (FL-276) ¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 6" O.C. (DO NOT INSTALL THRU PANEL RIB)
FLEXIBLE MEMBRANE URETHANE TUBE SEALANT @ CLOSURE ENDS/PANEL RIB & LAPPING CLOSURE TABS TO SEAL ALL VOIDS
TRI-BEAD TAPE SEALER (HW-504) @ TOP OF CLOSURE & TOP OF FLEXIBLE MEMBRANE OUTSIDE CLOSURE (HW-440) @ 16" PANEL (HW-446) @ 12" PANEL
¹⁄₄"-14 x 1¹⁄₄" LONG-LIFE SELF-DRILLER W/WASHER (FASTENER #1E) (1) PER RIB
2"
TRI-BEAD TAPE SEALER (HW-504) BattenLok® HS PANEL
MOISTURE BARRIER (NOT BY MBCI)
14-10 x 1" TYPE 'A' SELF-TAPPER W/WASHER (FASTENER #18) (4) PER 16" PANEL (3) PER 12" PANEL
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
³⁄₈" PLYWOOD SPACER (NOT BY MBCI)
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
2"
www.mbci.com FOR CURRENT INFORMATION
REV 00.01
BHS-83
BattenLok® HS
DETAILS WOOD DECK FLOATING VALLEY
BattenLok® HS PANEL
1 ¹⁄₂"
FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
1 ¹⁄₂"
VALLEY END OF PANEL
¹⁄₂"
1"
¹⁄₂" 1 ¹⁄₂"
OFFSET CLEAT (FL-337)
BUTYL SEALANT MUST COME IN CONTACT WITH THE OFFSET CLEAT TO FORM A WEATHERTIGHT SEAL
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 12" O.C. (FASTENER MUST GO THROUGH TAPE SEALER)
LOW FLOATING CLIP (HW-220)
1'-0"
VALLEY TRIM (FL-707)
MAX
TRI-BEAD TAPE SEALER (HW-504) BattenLok® HS PANEL
4¹⁄₂"
¹⁄₂"
2"
³⁄₈"
OFFSET CLEAT (FL-337)
.
NON-SKINNING BUTYL SEALANT (HW-549) BETWEEN PANEL RIBS
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) @ 5'-0" O.C.
MOISTURE BARRIER (NOT BY MBCI)
12-11 x 1" PANCAKE HEAD SELF-TAPPER (FASTENER #13A) (2) PER CLIP
⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
NOTE: DO NOT USE THIS DETAIL ON ROOF SLOPES LESS THAN 3:12
BHS-84
REV 00.01
SEE www.mbci.com FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
BattenLok® HS
DETAILS WOOD DECK FIXED HIP
3"
TRI-BEAD TAPE SEALER (HW-504) HIP END OF PANEL
RIDGE/HIP TRIM (FL-209)
2"
URETHANE TUBE SEALANT @ CLOSURE ENDS
2"
¹⁄₄"-14 x ⁷⁄₈" LONG-LIFE LAPTEK W/WASHER (FASTENER #4) @ 12" O.C.
TRI-BEAD TAPE SEALER (HW-504)
ZEE CLOSURE (FL-361) (FIELD CUTTO LENGTH & BEVEL CUT TO FIT PANEL)
BattenLok® HS PANEL
³⁄₈"
14-10 x 1" TYPE “A” SELF-TAPPER W/WASHER (FASTENER #18) @ 6" O.C.
SUBJECT TO CHANGE WITHOUT NOTICE
SEE
³⁄₈" PLYWOOD SPACER (NOT BY MBCI) TRI-BEAD TAPE SEALER (HW-504) CONTINUED ACCROSS PANEL
www.mbci.com FOR CURRENT INFORMATION
MOISTURE BARRIER (NOT BY MBCI) ⁵⁄₈" PLYWOOD (MIN.) (NOT BY MBCI)
REV 00.01
BHS-85
MSDS
United States Steel Corporation Material Safety Data Sheet USS Code Number: 3C012 Original Issue Date: 09/01/85 Revised: 06/04
Section 1 - Chemical Product and Company Identification Galvanized (Hot Dipped) Sheet – Carbon Steel; Galvannealed (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel
Product/Chemical Name:
Also Includes: Culvert Manufacturer: United States Steel Corporation, 600 Grant Street, Room 2514H, Pittsburgh, PA 15219-2800 General Information: (412) 433-6840 (8:00 am to 5:00 pm); FAX: (412) 433-5016 Off-Hour Emergency Phone Number: (412) 433-5811
Section 2 - Composition / Information on Ingredients Ingredient Name Base Metal Iron Alloying Elements Calcium Carbon
CAS Number
Percentage by wt.
7439-89-6
>90.0
7440-70-2 7440-44-0
0.10 max. 0.60 max.
Copper
7440-50-8
0.50 max.
Manganese Phosphorus
7439-96-5 8049-19-2
1.50 max. 0.15 max.
Silicon
7440-21-3
0.60 max.
Sulfur
7704-34-9
0.04 max.
Metallic Coating Aluminum
7429-90-5
* 0.055 max.
Antimony Iron Lead Zinc
7440-36-0 7439-89-6 7439-92-1 7440-66-6
0.011 max. 0.8 max. 0.004 max. 0.15-9.1
OSHA PEL 1
ACGIH TLV 2
10 mg/m³ - Iron oxide fume
5 mg/m³ - Iron oxide dust and fume
5 mg/m3 – Calcium oxide 15 mg/m³ -Total dust (PNOR) 3 5 mg/m³ - Respirable fraction (PNOR) 0.1 mg/m³ - Fume (as Cu) 1 mg/m³ - Dusts & mists (as Cu) 5 mg/m³ (C) - Fume & Mn compounds 15 mg/m³ - Total dust (PNOR) 5 mg/m³ - Respirable fraction ( PNOR) 15 mg/m³ - Total dust 5 mg/m³ - Respirable fraction 15 mg/m³ - Total dust (PNOR) 5 mg/m³ - Respirable fraction (PNOR)
2 mg/m3 – Calcium oxide 10 mg/m³ - Inhalable fraction4 (PNOS) 5 3 mg/m³ - Respirable fraction6 (PNOS) 0.2 mg/m3 – Fume 1 mg/m3 – Dusts & mists (as Cu) 0.2 mg/m³ 10 mg/m³ - Inhalable fraction (PNOS) 3 mg/m³ - Respirable fraction (PNOS) 10 mg/m³
15 mg/m³ - Total dust 5 mg/m³ - Respirable fraction 0.5 mg/m³ 10 mg/m³ - Iron oxide fume 0.05 mg/m³ 7 5 mg/m³ - Fume 15 mg/m³ - Total dust 5 mg/m³ - Respirable fraction
10 mg/m³ - Metal Dust 5 mg/m³ - Welding fume 0.5 mg/m³ 5 mg/m³ - Iron oxide dust and fume 0.05 mg/m³ 5 mg/m³ - Fume 10 mg/m³ - Fume (STEL) 10 mg/m³ - Dust
10 mg/m³ - Inhalable fraction (PNOS) 3 mg/m³ - Respirable fraction (PNOS)
Notes: •
* Percent weight of metallic coating is a percent of the total product.
•
Galvanized sheet surfaces may be chemically treated, generally at the customer’s specification, with trace amounts of chromate solution (approximately 1 to 2 mg/ft2 per side or <0.002% of total product weight) to prevent humid storage stain, and/or phosphate solution (<300 mg/ft2 or <0.3%) to enhance paint adherence and formability. Surface may also be treated with small amounts (<0.05%) of corrosion-inhibiting oil.
3D
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
•
ACRYZINC® product has a thin clear resin film (approximately 100 mg/ft2 per side) over the galvanized coating. This film consists of a water-insoluble acrylic polymer/chromium matrix in approximately a 100/1 ratio. The composition of the acrylic coating, as a percentage of the total product weight, is <0.1% polymers and <0.001% chromium.
•
All commercial steel products may contain small amounts of various elements in addition to those specified. These small quantities (less than 0.1%) may exist as intentional additions, or as “trace” or “residual” elements that generally originate in the raw materials used. These elements may include: aluminum, antimony, arsenic, boron, cadmium, calcium, chromium, cobalt, columbium, copper, lead, molybdenum, nickel, silicon, tin, titanium, vanadium, and zirconium.
1
OSHA Permissible Exposure Limits (PELs) are 8-hour TWA (time-weighted average) concentrations unless otherwise noted. A (“C”) designation denotes a ceiling limit, which should not be exceeded during any part of the working exposure unless otherwise noted. A Short Term Exposure Limit (STEL) is defined as a 15-minute exposure, which should not be exceeded at any time during a workday.
2
Threshold Limit Values (TLV) established by the American Conference of Governmental Industrial Hygienists (ACGIH) are 8-hour TWA concentrations unless otherwise noted.
3
PNOR (Particulates Not Otherwise Regulated). All inert or nuisance dusts, whether mineral, inorganic, or organic, not listed specifically by substance name are covered by the PNOR limit which is the same as the inert or nuisance dust limit of 15 mg/m3 for total dust and 5 mg/m3 for the respirable fraction.
4
Inhalable fraction. The concentration of inhalable particulate for the application of this TLV is to be determined from the fraction passing a size-selector with the characteristics defined in the ACGIH TLVs and BEIs Appendix D, paragraph A.
5
PNOS (Particulates Not Otherwise Specified). Particulates identified under the PNOS heading are “nuisance dusts” containing no asbestos and <1% crystalline silica. A TWA-TLV of 10 mg/m3 for inhalable particulate and 3 mg/m3 for respirable particulate has been recommended.
6
Respirable fraction. The concentration of respirable dust for the application of this limit is to be determined from the fraction passing a size-selector with the characteristics defined in the ACGIH TLVs and BEIs Appendix D, paragraph C.
7
The 8-hour PEL is 50 ug/m³. If an employee is exposed to lead for more than 8 hours in any work day, the PEL, as a TWA for that day, shall be reduced according to the following formula: Maximum permissible limit (in ug/m³) = 400 divided by hours worked in that day. The Action Level is 30 ug/m³ averaged over an 8-hour period.
Section 3 - Hazards Identification Emergency Overview This formed solid metal product poses little or no immediate health or fire hazard. When product is subjected to welding, burning, melting, sawing, brazing, grinding, or other similar processes, potentially hazardous airborne particulate and fumes may be generated. Avoid inhalation of metal dusts and fumes. Operations having the potential to generate airborne particulates should be performed in well ventilated areas and, if appropriate, respiratory protection and other personal protective equipment should be used. Iron or steel foreign bodies imbedded in the cornea of the eye may produce rust stains unless removed fairly promptly.
Potential Health Effects Primary Entry Routes: Inhalation and skin, if coated. Steel products in the natural state do not present an inhalation, ingestion or contact hazard. However, operations such as burning, welding, sawing, brazing, machining and grinding may result in the following effects if exposures exceed recommended limits as listed in Section 2. Target Organs: Respiratory system. Acute Effects: •
Inhalation: Excessive exposure to high concentrations of dust may cause irritation to the eyes, skin and mucous membranes of the upper respiratory tract. Excessive inhalation of fumes of freshly formed metal oxide particles sized below 1.5 microns and usually between 0.02-0.05 microns from many metals can produce an acute reaction known as “metal fume fever”. Symptoms consist of chills and fever (very similar to and easily confused with flu symptoms), metallic taste in the mouth, dryness and irritation of the throat followed by weakness and muscle pain. The symptoms come on in a few hours after excessive exposures and usually last from 12 to 48 hours. Long-term effects from metal fume fever have not been noted. Freshly formed oxide fumes of manganese, copper and zinc have been associated with causing metal fume fever. Although not expected to cause effects based upon the quantity present in the material, inhalation or ingestion of lead particles may result in lead-induced systemic toxicity. Symptoms of lead poisoning include abdominal cramps, anemia, muscle weakness and headache.
Page 2 of 8
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
•
Eye: Excessive exposure to high concentrations of dust may cause irritation to the eyes. Particles of iron or iron compounds, which become imbedded in the eye, may cause rust stains unless removed fairly promptly. Torching or burning operations on steel products with surface treatments, oil coatings, or acrylic films may produce emissions that can be irritating to the eyes.
•
Skin: Skin contact with dusts may cause irritation or sensitization, possibly leading to dermatitis. Repeated or prolonged contact with chemical surface treatments or oil residue may cause skin irritation, dermatitis, ulceration or allergic reactions in sensitized individuals. Ingestion: Ingestion of harmful amounts of this product as distributed is unlikely due to its solid insoluble form. Ingestion of dust may cause nausea and/or vomiting.
•
Chronic Effects: Chronic inhalation of metallic fumes and dusts are associated with the following conditions: • • • • • • • • • • •
•
IRON OXIDE: Chronic inhalation of excessive concentrations of iron oxide fumes or dusts may result in the development of a benign pneumoconiosis, called siderosis, which is observable as an X-ray change. No physical impairment of lung function has been associated with siderosis. CALCIUM: Depending on the concentration and duration of exposure, repeated or prolonged inhalation may cause inflammation of the respiratory passages, ulcers of the mucous membranes, and possible perforation of the nasal septum. Repeated or prolonged skin contact may cause dermatitis. CARBON: Chronic inhalation of high concentrations to carbon may cause pulmonary disorders. COPPER: Skin contact with dusts may cause irritation or sensitization, possibly leading to dermatitis. Repeated or prolonged contact with surface treatments or oil residue may cause skin irritation, dermatitis, ulceration or allergic reactions in sensitized individuals. MANGANESE: Chronic exposure to high concentrations of manganese fumes and dusts may adversely affect the central nervous system with symptoms including languor, sleepiness, weakness, emotional disturbances, spastic gait, mask-like facial expression and paralysis. Animal studies indicate that manganese exposure may increase susceptibility to bacterial and viral infections. PHOSPHOROUS: Inhalation of dusts and fumes of ferrophosphorus and phosphorous oxides may cause respiratory irritation. SILICON: Silicon dusts are a low health risk by inhalation and should be treated as a nuisance dust. SULFUR: Sulfur compounds, present in the fumes, may irritate the skin, eyes, lungs and gastrointestinal tract. ALUMINUM: Aluminum dusts/fines are a low health risk by inhalation and should be treated as a nuisance dust. ANTIMONY: Exposure to high concentrations of antimony dust or fumes can cause inflammation of the skin and mucous membranes, headache, dizziness, sleeplessness, bitter taste, nausea, vomiting, diarrhea, abdominal cramps, muscular pains, enlarged liver, pharyngitis, bronchitis, pneumonia. LEAD: Lead is classified among the highly toxic heavy metals. It is a cumulative hazard (accumulates in the bone and body tissue) and is a systemic poison that may affect a variety of organ systems, including the central nervous system, kidneys, reproductive system, blood formation, and gastrointestinal tract. Symptoms of chronic over-exposure include loss of appetite, nausea, metallic taste in the mouth, constipation, anxiety, anemia, fatigue, headache, muscle and joint pain, and colic accompanied by severe abdominal pain. Paralysis of the extensor muscles of the arms or legs, with wrist and/or foot drop, may result if the peripheral nervous system is affected. Long-term over-exposure may produce kidney damage. Reproductive damage is characterized by decreased sex drive, impotence, and sterility in men; and decreased fertility, abnormal menstrual cycles, and miscarriages in women. Unborn children may suffer neurological damage or developmental problems due to excessive lead exposure in pregnant women. Prolonged or repeated skin contact to lead dust may result in dermatitis. Systemic toxicity may develop if lead is transferred to the mouth by cigarettes, chewing tobacco, food or make-up. Prolonged eye contact may cause conjunctivitis. ZINC: Latent liver dysfunction and gastrointestinal disturbances with pressure in the stomach region, nausea, and weakness have been reported from repeated inhalation zinc oxide. Repeated or prolonged skin contact to zinc oxide, coupled with poor personal hygiene, may result in “oxide pox” due to clogging of sebaceous glands. “Oxide pox”, especially localized to moist areas, is characterized by small red, hard projecting papules with a central white plug, which develops into a pustule with intense itching. The lesions usually clear within 7-10 days. Repeated or prolonged eye contact with zinc oxide fume may produce conjunctivitis.
Long-term inhalation exposure to high concentrations (over-exposure) to pneumoconiotic agents may act synergistically with inhalation of oxides, fumes or dusts of this product to cause toxic effects. Chemical Surface Treatments/Coatings: The possible presence of chemical surface treatments and oil coatings should be considered when evaluating potential employee health hazards and exposures during handling and welding or other fume generating activities. Removal of surface coatings should be considered prior to such activities. Repeated or prolonged contact with chemical surface treatments or oil residue may cause skin irritation, dermatitis, ulceration or allergic reactions in sensitized individuals. Torching or burning operations on steel products with surface treatments, oil coatings or acrylic films may produce emissions that can be irritating to the eyes and respiratory tract. Inhalation of hexavalent chromium compounds may cause ulceration of the mucous membranes of the nasal septum and has been related to an increased incidence of lung cancer.
Page 3 of 8
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
Carcinogenicity: The International Agency for Research on Cancer (IARC), the National Toxicology Program (NTP), and OSHA do not list steel products as carcinogens. IARC identifies lead and welding fumes as Group 2B carcinogens (possibly carcinogenic to humans). EPA lists lead as Group B2 (probable human carcinogen) based on a combination of sufficient evidence in animals and inadequate evidence in humans. When specified, a hexavalent chromium passivation treatment is applied to the product surface. IARC lists hexavalent chromium compounds as Group 1 (sufficient evidence for carcinogenicity in humans). NTP lists certain hexavalent chromium compounds as Group 1 (known to be carcinogenic). The American Conference of Governmental Industrial Hygienists (ACGIH) lists hexavalent chromium compounds as A1 (confirmed human carcinogen). Medical Conditions Aggravated by Long-Term Exposure: Individuals with chronic respiratory disorders (i.e., asthma, chronic bronchitis, emphysema, etc.) may be adversely affected by any fume or airborne particulate matter exposure. SARA Potential Hazard Categories: Immediate Acute Health Hazard; Delayed Chronic Health Hazard.
Section 4 - First Aid Measures Inhalation: For over-exposure to airborne fumes and particulate, remove exposed person to fresh air. If breathing is difficult or has stopped, administer artificial respiration or oxygen as indicated. Seek medical attention promptly. Metal fume fever may be treated by bed rest, and administering a pain and fever reducing medication. Eye Contact: Flush with large amounts of clean water to remove particles. Seek medical attention if irritation persists. Skin Contact: Remove contaminated clothing. Wash affected areas with soap or mild detergent and water. If thermal burn has occurred, flush area with cold water and seek medical attention. If a persistent rash or irritation occurs, seek medical attention. Ingestion: Not a probable route of industrial exposure. However, if ingested, seek medical attention immediately.
Section 5 - Fire-Fighting Measures Flash Point: Not applicable LEL: Not applicable Flash Point Method: Not applicable UEL: Not applicable Burning Rate: Not applicable Auto-ignition Temperature: Not applicable Flammability Classification: Non-flammable, non-combustible Extinguishing Media: Not applicable for solid product. Use extinguishers appropriate for surrounding materials. Unusual Fire or Explosion Hazards: Not applicable for solid product. Do not use water on molten metal. Hazardous Combustion Products: At temperatures above the melting point, fumes containing metal oxides and other alloying elements may be liberated. The acrylic resin in the ACRYZINC™ coating may yield particulates which are irritating to the eyes and respiratory tract and noxious gases such as the oxides of carbon. Fire-Fighting Instructions: Do not release runoff from fire control methods to sewers or waterways. Fire-Fighting Equipment: Wear a self-contained breathing apparatus (SCBA) with a full facepiece operated in pressure-demand or positivepressure mode and full protective clothing.
Section 6 - Accidental Release Measures Spill /Leak Procedures: Not applicable to steel in solid state. For spills involving finely divided particles, clean-up personnel should be protected against contact with eyes and skin. If material is in a dry state, avoid inhalation of dust. Fine, dry material should be removed by vacuuming or wet sweeping methods to prevent spreading of dust. Avoid using compressed air. Do not release into sewers or waterways. Collect material in appropriate, labeled containers for recovery or disposal in accordance with federal, state, and local regulations. Regulatory Requirements: Follow applicable OSHA regulations (29 CFR 1910.120) and all other pertinent state and federal requirements. Disposal: Contact your supplier or a licensed contractor for detailed recommendations. Follow applicable Federal, state, and local regulations.
Section 7 - Handling and Storage Handling Precautions: Operations with the potential for generating high concentrations of airborne particulates should be evaluated and controlled as necessary. Practice good housekeeping. Avoid breathing metal fumes and/or dust. Storage Requirements: Store away from acids and incompatible materials.
Section 8 - Exposure Controls / Personal Protection Engineering Controls: Use controls as appropriate to minimize exposure to metal fumes and dusts during handling operations. Ventilation: Provide general or local exhaust ventilation systems to minimize airborne concentrations. Local exhaust ventilation is preferred because it prevents contaminant dispersion into the work area by controlling it at its source. Administrative Controls: Do not use compressed air to clean-up spills.
Page 4 of 8
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
Respiratory Protection: Seek professional advice prior to respirator selection and use. Follow OSHA respirator regulations (29 CFR 1910.134) and, if necessary, wear a NIOSH-approved respirator. Select respirator based on its suitability to provide adequate worker protection for given working conditions, level of airborne contamination, and presence of sufficient oxygen. Protective Clothing/Equipment: For operations which result in elevating the temperature of the product to or above its melting point or result in the generation of airborne particulates, use protective clothing, gloves and safety glasses to prevent skin and eye contact. Contact lenses should not be worn where industrial exposures to this material are likely. Use safety glasses or goggles as required for welding, burning, sawing, brazing, grinding or machining operations. Protective gloves should be worn as required for welding, burning or handling operations. Where the surface treatments are applied to the product, wear gloves when handling. Do not continue to use gloves or work clothing that has become saturated or soaked through with oil coating. Wash skin that has been exposed to oil with soap and water or waterless hand cleaner.
Section 9 - Physical and Chemical Properties Physical State: Solid Appearance and Odor: Metallic Gray, Odorless Odor Threshold: Not applicable Vapor Pressure: Not applicable Vapor Density (Air=1) : Not applicable Formula Weight: Not applicable Density: 7.85 g/cc Specific Gravity (H2O=1, at 4 °C): 7.85 pH: Not applicable
Water Solubility: Insoluble Other Solubilities: Not applicable Boiling Point: Not applicable Viscosity: Not applicable Refractive Index: Not applicable Surface Tension: Not applicable % Volatile: Not applicable Evaporation Rate: Not applicable Freezing/Melting Point: Base Metal – 2750 ºF Metallic Coating – 800-900 ºF
Section 10 - Stability and Reactivity Stability: Steel products are stable under normal storage and handling conditions. Polymerization: Hazardous polymerization cannot occur. Chemical Incompatibilities: Will react with strong acids to form hydrogen. Iron oxide dusts in contact with calcium hypochlorite evolve oxygen and may cause an explosion. Conditions to Avoid: Storage with strong acids or calcium hypochlorite. Hazardous Decomposition Products: Thermal oxidative decomposition of galvanized steel products can produce fumes containing oxides of zinc, iron and manganese as well as other elements. The acrylic resin in the ACRYZINC® coating may yield irritating particulates and noxious gases such as the oxides of carbon upon thermal oxidative decomposition.
Section 11 - Toxicological Information Toxicity Data:* No information is available for galvanized steel or ACRYZINC™ sheet as a mixture. The possible presence of chemical surface treatments and coatings should be considered when evaluating potential employee health hazards and exposures during handling and welding or other fume generating activities. Eye Effects: Eye contact with the individual components may cause particulate irritation. Implantation of iron particles in guinea pig corneas has resulted in rust rings with corneal softening about rust ring. Repeated or prolonged eye contact with zinc oxide fume may produce conjunctivitis. Skin Effects: Skin contact with the individual dust components may cause physical abrasion, irritation and dermatitis.
Acute Inhalation Effects: Inhalation of the individual alloy components has been shown to cause various respiratory effects. Acute Oral Effects: No data available Other: No LC50 or LD50 has been established for the mixture as a whole. Iron LD50: 30 g/kg oral (rat). Calcium LD50: No data. Carbon LD50: No data. Copper TDLo: 120 ug/kg oral (human). Manganese LD50: 9 g/kg oral (rat). Phosphorous LD50: No data. Silicon LD50: 3160 mg/kg oral (rat). Sulfur LD: >8437 mg/kg oral (rat). Aluminum LD50: No data. Antimony LD50: No data. Lead TDLo: 450 mg/kg/6 yrs. oral (human). Zinc TCLO: 124 mg/m3/50 min. inhalation (human). Chronic Effects: See Section 3. Carcinogenicity: Lead; Chromium (in surface passivation treatment, if specified). Mutagenicity: No data available Teratogenicity: No data available
* See NIOSH, RTECS: (NO4565500) for additional toxicity data on iron; (EV8040000) for calcium, (FF5250000) for carbon; (GL5325000) for copper; (OO9275000) for manganese; (VW0400000) for silicon, ( (WS4250000) for sulfur; (BD0330000) for aluminum; (CC4025000) for antimony; (OF7525000) for lead; (ZG8600000) for zinc.
Page 5 of 8
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
Section 12 - Ecological Information Ecotoxicity: No data available for galvanized steel or ACRYZINC® sheet as a whole. However, individual components have been found to be toxic to the environment. Metal dusts may migrate into soil and groundwater and be ingested by wildlife. Lead can be bioaccumulated in plants and water organisms, especially shellfish. Environmental Fate: No data available. Environmental Degradation: No data available. Soil Absorption/Mobility: No data available for galvanized steel or ACRYZINC® sheet as a whole. However, individual components have been found to be absorbed by plants from soil.
Section 13 - Disposal Considerations Disposal: Steel scrap should be recycled whenever possible. Product dusts and fumes from processing operations should also be recycled, or classified by a competent environmental professional and disposed of in accordance with applicable federal, state or local regulations. Container Cleaning and Disposal: Follow applicable Federal, state and local regulations. Observe safe handling precautions.
Section 14 - Transport Information DOT Transportation Data (49 CFR 172.101): Galvanized steel and ACRYZINC® sheet are not listed as hazardous substances under 49 CFR 172.101. Shipping Name: Not applicable Shipping Symbols: Not applicable Hazard Class: Not applicable ID No.: Not applicable Packing Group: Not applicable Label: Not applicable Special Provisions (172.102): None
Packaging Authorizations a) Exceptions: None b) Non-bulk Packaging: Not applicable c) Bulk Packaging: Not applicable
Quantity Limitations a) Passenger, Aircraft, or Railcar: Not applicable b) Cargo Aircraft Only: Not applicable Vessel Stowage Requirements a) Vessel Stowage: Not applicable b) Other: Not applicable
Section 15 - Regulatory Information Regulatory Information: The following listing of regulations relating to a United States Steel Corporation product may not be complete and should not be solely relied upon for all regulatory compliance responsibilities. This product and/or its constituents are subject to the following regulations: OSHA Regulations: Air Contaminant (29 CFR 1910.1000, Table Z-1, Z-1-A): The product as a whole is not listed. However, individual components of the product are listed. OSHA Specifically Regulated Substance: Lead (29 CFR 1910.1025). EPA Regulations: RCRA (40CFR261): Steel scrap is not regulated as a solid waste or a hazardous waste under this act. If product dusts and/or fumes from processing operations are not recycled, they are considered to be a solid waste and may be classified as a hazardous waste depending on the toxicity characteristics of the dust as defined within 40CFR261.24. CERCLA Hazardous Substance (40 CFR 302.4): The product as a whole is not listed. However, individual components of the product are listed: Antimony (Reportable Quantity (RQ)-5000#), Copper (RQ-5000#), and Lead(RQ-10#). Manganese compounds are also listed although no reportable quantity is assigned to this generic or broad class. SARA 311/312 Codes (40CFR370): Immediate (acute) health hazard and delayed (chronic) health hazard. SARA 313 (40CFR372.65): Manganese and Zinc are subject to SARA 313 reporting requirements. . Please note that if you prepackage or redistribute this product to industrial customers, SARA 313 requires that a notice be sent to those customers. State Regulations: The product as a whole is not listed in any state regulations. However, individual components of the product are listed in various state regulations. Pennsylvania Right to Know: Contains regulated material in the following categories: • Hazardous Substances: Calcium, Silicon and Sulfur. • Environmental Hazards: Aluminum, Antimony, Copper, Lead, Manganese and Zinc. New Jersey Right to Know: Contains regulated material in the following categories: • Hazardous Substance: Aluminum (dust and fume), Antimony, Copper, Manganese and Sulfur. • Special Health Hazard Substances: Lead. California Prop. 65: This product may contain an extremely small amount of lead in the metallic coating. Per customer specification, an extremely small amount of hexavalent chromium passivation treatment may be applied to the surface of the galvanized steel product. Lead and hexavalent chromium are materials known to the State of California to cause cancer or reproductive toxicity. In addition, the product may also possibly contain trace quantities (generally much less than 0.1%) of other metallic elements known to the State of California to cause cancer or reproductive toxicity. These include arsenic (inorganic), cadmium and nickel.
Page 6 of 8
USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
Other Regulations: The product as a whole is not listed in any state regulations. However, individual components of the product are listed in various state regulations. WHMIS Classification (Canadian): D-2
Section 16 - Other Information Prepared By: United States Steel Corporation Hazard Rating Systems: NFPA Code: 1-0-0 HMIS Code: 1*-0-0 PPE: See Section 8
* Denotes possible chronic hazard if airborne dusts or fumes are generated.
Disclaimer: All information, recommendations, and suggestions appearing herein concerning this product are taken from sources or based upon data believed to be reliable. Although reasonable care has been taken in the preparation of this information, United States Steel Corporation extends no warranties or guarantees, express or implied, makes no representations, and assumes no responsibility as to the accuracy, reliability or completeness of the information presented. Since the actual use of the product described herein is beyond our control, United States Steel Corporation assumes no liability arising out of the use of the product by others. It is the user’s responsibility to determine the suitability of the information presented herein, to assess the safety and toxicity of the product under their own conditions of use, and to comply with all applicable laws and regulations. Appropriate warnings and safe handling procedures should be provided to handlers and users.
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USS Code No.: 3C012
Galvanized (Hot Dipped) Sheet – Carbon Steel; ACRYZINC® Sheet – Carbon Steel Rev. 06/04
HAZARDOUS COMMUNICATION LABEL
CARBON STEEL-METALLIC COATING WARNING! CANCER HAZARD (CONTAINS LEAD AND/OR NICKEL). EXPOSURE TO HIGH CONCENTRATIONS OF DUST OR FUME DURING WELDING, BURNING, MELTING, CUTTING, BRAZING, GRINDING AND POSSIBLY MACHINING, ETC., MAY PRODUCE IMMEDIATE OR DELAYED DAMAGE TO LUNGS OR OTHER ORGANS. EXPOSURE MAY ALSO CAUSE REPRODUCTIVE DISORDERS THROUGH INHALATION OR INGESTION OF LEAD. EXCESSIVE INHALATION OF ZINC OXIDE FUMES FROM GALVANIZED PRODUCT (3C012) CAN PRODUCE AN ACUTE REACTION KNOWN AS “METAL FUME FEVER”, WITH FLU-LIKE SYMPTOMS LASTING FROM 12 TO 48 HOURS. THIS PRODUCT MAY BE COATED WITH MATERIALS THAT COULD RESULT IN SKIN IRRITATION WITH PROLONGED CONTACT. PRECAUTIONS: AVOID BREATHING OR INGESTING DUST OR FUME. ADEQUATE VENTILATION IS REQUIRED WHILE WELDING, BURNING, MELTING, CUTTING, BRAZING, GRINDING AND MACHINING. AVOID SKIN CONTACT IF MATERIAL IS COATED. FIRST AID: FOR OVEREXPOSURE TO AIRBORNE DUST AND FUME, REMOVE EXPOSED PERSON TO FRESH AIR. IF BREATHING IS DIFFICULT OR HAS STOPPED, ADMINISTER ARTIFICIAL RESPIRATION OR OXYGEN AS INDICATED. SEEK MEDICAL ATTENTION PROMPTLY. IF PRODUCT IS COATED AND EXCESSIVE SKIN CONTACT OCCURS, WASH WITH SOAP AND WATER. IF IRRITATION DEVELOPS, SEEK MEDICAL ATTENTION. ADDITIONAL INFORMATION: REFER TO MATERIAL SAFETY DATA SHEETS USS CODE NOS. 3C012, 3C014, 3C015, FOR FURTHER INFORMATION ON SPECIFIC PRODUCTS. United States Steel Corporation, 600 Grant Street, Room 2514H, Pittsburgh, PA 15219-2800
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Safety Manual Anchor Roofing Systems, Ltd. PROJECT FIRESTONE & ROBERTSON DISTILLERY CO. 2916 GLEN GARDEN DRIVE FORT WORTH, TX 76119 Prepared By: Comprehensive Safety Resource, Inc. P. O. Box 201857 Arlington, Texas 76006 817-633-6121 www.csrsafety.com
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Introduction A. Identification of Key Personnel Anchor Roofing Main Office – (817) 625-4351 Executive Responsible for project:
Lead Project Manager: RICK BOYT
Construction Supervisor: RICK BOYT
Safety Monitor: Job Foreman
On-site Supervisor: Job Foreman
The above noted personnel have the authority for implementing the provisions of this program. All managers and supervisors are responsible for implementing and maintaining the SSSP Program in their work areas and for answering worker questions about the SSSP Program. A copy of this SSSP Program is available from each manager and supervisor.
B. Identification of Competent Persons Green vests and Red hard hats. These colors contrast with the standard colors of vests (green) and hard hats (white).
C. Scope of Work Installing New roof
D. Hazard/Risk Exposure Assessment The major safety hazards/risks and exposures have been assessed as follows:
Falling objects
Working aloft
Material handling
E. Control Measures Anchor Roofing Systems’ site staff will monitor the hazards/risks and exposures in accordance with this Safety Plan. The plan addresses the various hazards/risks and exposures, and the checklists and will bring any concerns or violations to the attention of the staff for correction. Unsafe or unhealthy work conditions; practices or procedures shall be corrected in a timely manner based on the severity of the hazard. 2
Minimum required protective equipment (PPE) would be:
Eye protection
High-visibility vest
Hard Hats
Gloves
Fall protection
Boots
Personnel will be trained in the proper use and application of PPE.
F. Periodic Inspections Periodic inspections will be performed according to the following schedule:
When we initially establish our SSSP Program
Daily
When required by local regulators
When new substances, processes, procedures or equipment, which present potential new hazards, are introduced into our workplace
When new previously unidentified hazards are recognized
When occupational injuries and illnesses occur
When we hire and/or reassign permanent or intermittent workers to process, operations, or tasks for which a hazard evaluation has not been previously conducted; and
Whenever workplace conditions warrant an inspection
Section 1: Safety Policy A. Company Policy Anchor Roofing Systems is dedicated to providing a safe and healthy work environment for all of our employees and customers. The Company shall follow operating practices that will safeguard employees, the public and Company operations. We believe all accidents are preventable. Therefore, we will make every effort to prevent accidents and comply with all established safety and health laws and regulations.
B. Management Commitment to Safety Management is concerned about employee safety. Accidents, unsafe working conditions, and unsafe acts jeopardize both employees and Company resources. Injuries and illnesses result in discomfort, inconvenience and possibly reduced income for the employee. Costs to the Company include direct expenses (workers’ 3
compensation premiums, damaged equipment or materials, and medical care) and indirect expenses (loss of production, reduced efficiency, employee morale problems, etc.). These indirect costs are reported to cost 4-10 times more than the insured costs of an accident. Accordingly, Management will provide sufficient staffing, funds, time, and equipment so those employees can work safely and efficiently.
C. Assignment of Responsibilities Safety is everyone’s responsibility. Everyone should have a safe attitude and practice safe behavior at all times. To best administer and monitor our safety policies, the following responsibilities are delegated. This list should not be construed as all-inclusive and is subject to change as needed.
1.
Management (will) a. b. c. d. e.
2.
Safety Director (will) a. b. c. d. e. f. g.
h.
i. j. k.
3.
Provide sufficient staffing, funds, time, and equipment so that employees can work safely and efficiently Demand safe performance from each employee and express this demand periodically and whenever the opportunity presents itself. Delegate the responsibility for a safe performance to the Safety Director, Supervisors, and Employees, as appropriate. Hold every employee accountable for safety and evaluate performance accordingly. Periodically review the Safety Program effectiveness and results.
Provide the resources, direction, and audits to integrate safety into the management system. Establish and maintain a safety education and training program. Periodically conduct safety surveys, meetings, and inspections. Advise supervisors, employees, and the safety committee on safety policies and procedures. Assure that all newly hired employees have been given a thorough orientation concerning the Company’s Safety Program. Coordinate with Human Resources pre-employment physicals and maintain the company’s drugtesting program. Prepare and maintain safety records, analysis, evaluations, and reports to improve the Company’s safety performance and comply with all government agencies, insurance carriers, and internal procedures. Work with management, supervisors, safety committees and employees to maintain & implement new and ongoing safety programs and comply with recommendations provided by outside consultants, OSHA inspectors, and insurance companies. Make available all necessary personal protective equipment, job safety material, and first-aid equipment. Review all accidents with management, supervisors, the safety committee and/or employees and ensure that corrective action is taken immediately. File all workers’ compensation claims immediately and work with the workers’ compensation carrier to ensure proper medical treatment is provided to injured workers and they are returned to work as quickly as medically possible.
Supervisors Each employee, who is in charge of a specific work area, supervises the work of others, or to whom an employee is assigned for a specific task or project, is responsible and accountable for their safety. Supervisors will: a.
Establish and maintain safe-working conditions, practices, and processes through: 4
b. c. d.
e. f. g. h. i. j.
4.
Job Safety Analysis (see Return to Work section for sample) Job Inspections Safety Meetings Safety Training Observe work activities to detect and correct unsafe actions. Ensure that all injuries are reported promptly and cared for properly. Make available first aid treatment. Investigate all accidents promptly. Complete an accident report and provide it to the Safety Director the same day the accident occurs. Review all accidents with the Safety Director and employees and correct the causes immediately. Assist Human Resources in the review of employment applications, pre-employment physicals reports, and personnel files to determine physicals qualifications for specified job classifications. Seek out alternative work so that injured employees can return to work in a modified duty job. Consistently enforce safety rules/regulations, programs, and protective measures (i.e. use of personal protective equipment, machine guarding, proper clothing, etc.) Post signs, notices, and instructions as needed or required. Brief your employees of any new hazards before they start work and weekly host brief safety meetings to discuss safety practices related to job hazards and general safe work behavior. Work with management, the Safety Director, safety committees and employees to maintain & implement new and ongoing safety programs and comply with recommendations provided by outside consultants, OSHA inspectors, and insurance companies.
Employees Each employee is responsible for his/her own safety. No task should be completed unless it can be completed safely. Employees will: a. b. c. d. e. f. g.
h. i.
Comply with all company safety programs, rules, regulations, procedures, and instructions that are applicable to his/her own actions and conduct. Refrain from any unsafe act that might endanger him/her or fellow workers. Use all safety devices and personal protective equipment provided for his/her protection. Report all hazards, incidents, and near-miss occurrences to their immediate supervisor or Safety Director, regardless of whether or not injury or property damaged was involved. Promptly report all injuries and suspected work related illnesses, however slight, to his/her immediate supervisor or Safety Director. Participate in safety committee meetings, training sessions, and surveys as requested and provide input into how to improve safety. Notify the Safety Director immediately of any change in physical or mental condition or use of prescription drugs that would affect the employee’s job performance or the safety of him/herself or others. Notify the Human Resources Manager within five days of any serious driving, drug/alcohol, or criminal convictions. Be a safe worker on (and off) the job. Help coworkers do their job safely. Come to work everyday with a safe attitude.
D. Accountability for Safety Everyone is accountable for safety. Management, the Safety Director, and/or the Safety Committee will establish safety objectives and develop and direct accident prevention activities. All employees should strive to reach those objectives and will be evaluated accordingly. All managers’ and supervisors’ annual appraisals will 5
include safety (results to objectives in their area and company wide) as well as an audit of their performance of their safety responsibilities. All employees’ salary reviews will be affected by the company’s safety performance record. Appraisals, which include safety records, will also be performed on all employees seeking a promotion.
E. Employee Suggestions Safety suggestions from employees are welcomed and encouraged. To make a safety suggestion, complete the following form and provide it to the Safety Director. e. If rescue personnel are summoned, the supervisor should delegate an individual to wait for the rescue team and escort them to the injured employee. f. All witnesses to the accident should be available to speak with the Safety Director and/or supervisor and cooperate in all accident investigations. g. The Safety Director should immediately notify the insurance company of the accident and file a workers’ compensation claim. Every accident or near-miss situation should be reported immediately. Injured employees and witnesses to the accident will assist the supervisor in completing an accident investigation. Injured employees must comply with the medical treatment provided by the treating physician, cooperate with the insurance company and its designees, and abide by the company’s return-to-work policy.
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Employee’s Safety Suggestion Employee’s Name (optional):
Date:
Supervisor’s Name:
CURRENT PRACTICE OR CONDITION
SUGGESTION
BENEFITS EXPECTED FROM CHANGE
(FOR SAFETY COMMITTEE USE ONLY) Year: Number: Suggestion Implemented? Yes - as submitted Implementation Date:
Yes - with changes
Comments/Changes Made/Reason for change or not implemented:
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No
Section 2: General Safety A. Purpose The purpose of the emergency response plan is to be prepared for any emergency that may be reasonably expected to occur at the workplace. Some examples of emergencies that may reasonably be expected to occur are fire, hurricanes, tornadoes, floods, and electrical power failures. The plan also addresses the release of the refrigerant, ammonia. This plan addresses these emergencies and other emergencies as much as reasonably possible, realizing that not every emergency can be prepared for in advance. This plan acts as the centerpiece of the Ranger Fire, Inc, Emergency Preparedness Program. The plan identifies the basic elements and prescribes the requirements to maintain readiness.
B. Responsibility The Company Emergency Management Coordinator is the Safety Director. He, along with the Company President, is responsible for establishing this emergency response plan. In addition, the Company Emergency Management Coordinator is responsible to assure emergency response training is completed at least once each calendar year. Training will address all expected emergencies, including emergency medical needs. These procedures are needed to help ensure understanding by effected employees. Any questions regarding these procedures should be addressed to the Company Emergency Management Coordinator.
C. Purpose of Planning Potential for an emergency exists at Anchor Roofing Systems, due to its operational activities and the types of materials used, as well as natural events. With this being known, Anchor Roofing Systems has prepared this plan. These emergency procedures are practiced at least annually to help ensure capability during a true emergency.
D. Emergency Recognition and Training All employees potentially involved in an emergency will be trained in emergency recognition and prevention appropriate to their operation level. All employees receive employment orientation before they begin work at the facility. This training includes classroom training and specialized on-the-job training within the department where they will be working. This training gives each employee a good understanding of the hazards associated with their work and other hazards that may be present. Refresher training as related to emergency preparedness is conducted annually. This not only includes a review of the Emergency Response Plan but also includes Hazard Communication, Personal Protective Equipment, and Basic Fire Fighting. All employees are instructed to report anything that may cause accidents to their immediate supervisor. The above training and work experience help employees to recognize an emergency and help to prevent it.
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EMERGENCY INFORMATION To be completed and posted near all telephones.
POLICE:
FIRE:
911 911
AMBULANCE:
POISON CONTROL:
911
1-800-222-1222
DOCTOR: Name: JPS HEALTH Phone: (817) 920-7340 Address: 2500 CIRCLE DR. FORT WORTH
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Section 3: Accident Management A. Accident & Near Miss Reporting Procedures If you have a near-miss situation while working, notify your supervisor immediately. The situation will be investigated and corrective action implemented to prevent future injury. Employees and witnesses must fully cooperate in the investigation. If you are injured on the job: a. Contact your supervisor, or the nearest coworker (who should notify a supervisor) if you are unable to contact your supervisor due to the severity of your injury. b. The designated employee who is trained in first-aid and/or CPR should be immediately notified to assist in the situation. c. First aid kits, which are prominently displayed throughout the workplace, should be made available and medical supplies promptly refilled (by the Safety Director). d. If needed, the supervisor or his designee should transport the injured worker to the company’s designated medical facility to receive appropriate medical attention. A post-accident drug and/or alcohol test will be conducted in accordance with the company’s Drug-Free Workplace Policy.
B. Return-to-Work Policy It is the Company’s policy to return injured workers to productive work, although not necessarily to their preinjury duties, as early as possible during their recovery. This type of work is often referred to as “modifiedduty work.” The Company has adopted this policy because employees who remain off work for long periods of time not only affect the Company’s productivity and workers’ compensation costs, they often experience slow healing and a loss of self-esteem. Within the requirements of their treating medical providers, the limitations of the law, and the economic and physical limitations of our own properties, the Company will make every effort to provide meaningful work wherever and whenever possible. Any recovering employee who is offered a physician-approved, modified-duty position will be required to accept the offer.
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Section 4: Fleet Safety Program A, Motor Vehicles Rules All employees who drive a company car or delivery vehicle must abide by the following safety rules: 1. Employees are required to inspect their assigned vehicle (before taking it on the road) to ensure that it is in proper driving condition. The attached inspection form should be used. 2. Any defects in the company vehicle should be reported promptly. 3. Employees are required to obey all state, local, and company traffic regulations. 4. Engines are to be stopped and ignition keys removed when parking, refueling, or leaving the company vehicles. 5. Employees are not permitted to use personal cars or motorcycles for company business, unless specifically authorized by the supervisor. 6. Passengers not employed by the company are not permitted to operate a company vehicle. 7. Employees should drive safely. Defensive driving must be practiced by all employees. 8. Seat belts and shoulder harnesses are to be worn at all times. 9. Vehicles must be locked when unattended to avoid criminal misconduct. 10. Vehicles must be parked in legal spaces and must not obstruct traffic. 11. Employees should park their vehicles in well-lighted areas at or near entrances to avoid criminal misconduct. 12. Employees should keep their headlights on at all times when driving a vehicle. 13. A vehicle when loaded with any material extending 4 feet or more beyond its rear shall have a red flag or cloth 12 inches square attached by day, or a red light visible for 300 feet by night, on the extreme end of the load. 14. Articles, tools, equipment, etc. placed in cars or truck cabs are to be hung or stored in such a manner as not to impair vision or in any way interfere with proper operation of the vehicle. 15. When you can not see behind your vehicle (truck), the driver shall walk behind the truck prior to backing. 16. Personal use of vehicles is not permitted without approval of management. Children are prohibited from using company vehicles. 17. Operating a company vehicle while under the influence of alcohol and other drugs is prohibited. Violators are subject to termination of employment. 18. Every accident should be reported to the Safety Director via the attached Vehicle Accident Report Form. The Safety Director should investigate all accidents and review them with the Safety Committee.
B. Commercial Drivers License (CDL) Driverâ&#x20AC;&#x2122;s who operate a commercial vehicle, as defined below, are required to obtain a commercial drivers license. 1. A vehicle with a gross vehicle weight rating of 26,001 or greater pounds, or 2. A vehicle designed to transport 15 or more passengers (including the driver) or 3. A vehicle of any size transporting hazardous material in sufficient quantities meeting the hazardous materials transportation regulations posting requirements.
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Drivers must meet the following requirements: 1. All commercial drivers must be in good health and pass a DOT physical. The doctor will provide the driver a medical examiner’s certificate that must be carried at all times when driving. The certificate must be renewed every 2 years. 2. All commercial drivers must comply with the Company’s Drug and Alcohol-Free Workplace Policy and consent to testing as defined by DOT and the Company. 3. Be at least 21 years of age. 4. Speak and read English well enough to do his/her job and respond to official questions. 5. Have a valid driver’s license and pass a commercial driver’s road test. 6. Take a DOT written exam for drivers. 7. Not be disqualified to drive a commercial motor vehicle. 8. Be able to determine whether the vehicle is safely loaded and know how to block, brace, and tie down cargo.
C. Motor Vehicles Records (MVR) 1. All prospective and current employees will undergo annual motor vehicle record checks. 2. Violations (gathered from MVRs) are categorized as follows: TYPE A VIOLATION: Includes, but is not limited to, DWI/DUI/OWI/OUI, refusing a drug/alcohol test, reckless driving, manslaughter, hit & run, eluding a police officer, any felony, drag racing, license suspension, and driving while under license suspension. Any driver with these types of violations is a major concern and could be subject to removal of driving privileges and/or termination of employment. TYPE B VIOLATION: Includes all vehicle accidents, regardless of fault. TYPE C VIOLATION: Includes all moving violations not classified as Type A or B (i.e. speeding, improper lane change, failure to lead, running red lights or stop signs, etc.) TYPE D VIOLATION: Includes all non-moving violations (i.e. parking, vehicle defects, etc.) 3. The following disciplinary action will apply: Termination of Employment, Refusal to hire, or Reassignment to a non-driving position (if available): 1 Type A violation in preceding 36 months 2 Type B violations in preceding 36 months 3 Type C violations in preceding 36 months 1 Type B violation and 2 Type C violations in preceding 36 months Probation (6 months): 1 Type B violation in preceding 36 months 2 Type B violations in preceding 36 months 1 Type C violation and 2 Type D violations in preceding 36 months 3 Type D violations in preceding 36 months
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D. Driver Qualification File The company will maintain the appropriate qualification files for each regularly employed driver.
E. Accident Reporting Driver Conduct at the Scene of the Accident 1. Take immediate action to prevent further damage or injury. Pull onto the shoulder or side of the road. Activate hazard lights (flashers) and place warning signs promptly. Assist any injured person, but don’t move them unless they are in danger of further injury. 2. Call the Police If someone is injured, request medical assistance. If you are nearby a phone, write a note giving the location and seriousness of the accident and give it to a “reliable-appearing” motorist and ask him/her to contact the police. 3. The vehicle should not be left unattended, except in an extreme emergency. 4. Exchange identifying information with the other driver. Make no comments about assuming responsibility. 5. Secure names, addresses, and phone numbers of all witnesses, or the first person on the scene if no one witnessed the accident. 6. Call the company immediately and report the accident to the Safety Director. Complete the Vehicle Accident Report Form 1. Complete the Vehicle Accident Report Form (a copy can be obtained from the Safety Director) and provide it to the Safety Director. Write legibly. Answer all questions completely or mark “not known.” Use additional sheets of paper as needed to provide pertinent information.
F. Inspection Records & Preventative Maintenance All drivers must regularly inspect, repair, and maintain their company vehicle. All vehicle parts and accessories must be in a safe and proper working order at all times. The following rules apply: 1. All truck drivers must complete the vehicle inspection report at the end of each day. Drivers of company cars should complete the vehicle inspection report semi-annually. Notify the Safety Director of any unsafe conditions or defective parts immediately. 2. Before the vehicle is driven again, any safety defects must be repaired. 3. A copy of the last vehicle inspection report must be kept in the vehicle for at least 3 months. 4. Quarterly preventative maintenance must be conducted on each vehicle. 5. Maintenance and inspection records must be kept at the company for 1 year or for 6 months after the vehicle leaves the company’s ownership.
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Section 5: OSHA (Occupational Safety & Health Administration) A. OSHA (Records) Requirements Copies of required accident investigations and certification of employee safety training shall be maintained by the Safety Director. A written report will be maintained on each accident, injury or on-thejob illness requiring medical treatment. A record of each such injury or illness is recorded on OSHA Log and Summary of Occupational Injuries Form 300 according to its instructions. Supplemental records of each injury are maintained on OSHA Form 301 or other Employers Report of Injury or Illness Form. Every year, a summary of all reported injuries or illnesses is posted from February 1 to April 30, on OSHA Form 300A. These records are maintained for five years from the date of preparation.
B. OSHA Inspection: What you can expect during an OSHA inspection 1. Arrival of the Compliance Officer (OSHA Inspector) a. Request to see credentials. b. Record his name, identification number, the name of his/her supervisor, and office location. c. Notify the Safety Director. If the Safety Director is not available, ask the Officer to wait until the Safety Director arrives. If he/she cannot wait or the Safety Director will not available, a Safety Committee member should accompany the Officer. d. Do not volunteer any information, only answer questions. 2. Opening Conference a. The scope of the inspection will be discussed. b. The Officer will explain the reason for the inspection (i.e. employee complaint, scheduled inspection, etc.) c. If the reason for the inspection is an employee complaint, request a copy of the complaint. d. Take comprehensive notes and request to record the meeting and walk-around. 3. The Walk-Around (inspection) a. The Company representative should accompany the Compliance Officer throughout the inspection. b. The Officer may ask to interview employees. Employees should cooperate. The Company representative should attempt to participate in the interview. c. The Company representative should be prepared to show the Officer: 1) the Safety Manual, 2) Hazard Communication Program, 3) OSHA poster, 4) OSHA 300 Log d. If at all possible, correct any violations immediately that the Officer points out. e. Take photographs of the same items or areas that are photographed by the Compliance Officer. f. Take notes. Write down every possible violation, standards cited, corrective action needed, and a deadline date. 4. Closing Conference a. The Compliance Officer will review any violations discovered during the inspection. Compare these to the notes you took during the inspection. Point out any discrepancies and areas already corrected. b. Be polite. Do not argue or get defensive with the Compliance Officer. c. If you are not clear on something, ask questions. 14
d. This is a good opportunity to produce records of compliance efforts and other safety practices. 5. Citations & Penalties a. Our goal is to provide a safe and healthy work environment. If the company is cited for OSHA violations, corrective action will be completed before the deadline provided by OSHA and as quickly as possible. It will be managementâ&#x20AC;&#x2122;s decision to appeal any citations.
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Section 6: Special Emphasis Programs A. Drug-Free Workplace Policy Purpose Ranger Fire, Inc values its employees and recognizes their need for a safe and healthy work environment. Furthermore, employees abusing drugs and alcohol are less productive and are often a risk to the safety, security and productivity of our Company. The establishment of a Substance-Abuse Policy is consistent with the Companyâ&#x20AC;&#x2122;s desired culture and is in the best interest of the Company.
Policy It is the policy of The Company to maintain a workplace free from the use and abuse of drugs and alcohol. Compliance with this policy is a condition of continued employment. It supersedes any other Company policy or practice on this subject. At any time, The Company may unilaterally, at its discretion, amend, supplement, modify, or change any part of this policy. The policy does not represent an expressed or implied contract, and it does not affect your status as an at-will employee. If you have any questions about this policy, please direct them to (designated person). To maintain a Drug and Alcohol-Free Workplace, The Company has established the following policy effective (DATE) with regard to the use, possession, and sale of drugs and alcohol. Drug and alcohol testing practices will be adopted to identify employees or applicants using drugs and/or alcohol.
Drug and Alcohol Prohibitions "Illegal Drug" means: any drug (1) which is not legally obtainable, or (2) which is legally obtainable but has not been legally obtained, or (3) which is a controlled substance. The term includes prescribed drugs not legally obtained and prescribed drugs not being used for prescribed purposes. 1. Any employee involved in any of the following activities at any time during the hours between the beginning and end of the employee's work day, whether or not on Company business, premises or property, is in violation of Company policy and subject to disciplinary action: a) Bringing illegal drugs onto Company premises or property, including Company owned or leased vehicles, or customer premises; b) Having possession of or being under the influence of illegal drugs; or c) Using, consuming, transforming, distributing or attempting to distribute, manufacturing or dispensing illegal drugs. 2. In addition, the Company strictly prohibits the abuse of alcohol or prescription drugs. 3. Any employee refusing to cooperate with or submit to questioning, medical or physical tests or examinations, when requested or conducted by the Company or its designee, is in violation of Company policy and subject to disciplinary action.
Drug and Alcohol Testing The Company asserts its legal right and prerogative to test any employee for drug and/or alcohol abuse. Employees may be asked to submit to a medical examination and/or submit to urine, saliva, breath, and/or hair testing for drugs or alcohol. Any information obtained through such examinations may be retained by the Company and is the property of the Company. 16
In particular, the Company reserves the right, in its discretion and within the limits of federal and state laws, to examine and test for the presence of drugs and alcohol (as stated above) in situations such as, but not limited to, the following: 1. Post Job Offer: All offers of employment will be made subject to the results of a drug test. Applicants will be required to voluntarily submit to a urinalysis test and sign a consent agreement which will release the Company from liability. The Company will not discriminate against applicants for employment because of past drug abuse. It is the current abuse of drugs which prevents employees from properly performing their jobs. 2. Post-Accident: An incident occurring while on Company business that results in injury (requiring medical treatment) to an employee or others and/or damage to Company property will require a drug and/or alcohol test. Failure to report any accident which meets the post-accident testing criteria is in violation of Company policy and subject to disciplinary action. Employees testing positive, under certain state laws, may be ineligible for workers' compensation benefits. 3. Random: For the added safety and health of the Company employees, as well as the direct impact on the Company's profitability, image and reputation as a drug-free organization, all employees are subject to random, unannounced drug tests at any time the Company deems necessary to ensure a Drug-Free Workplace. 4. Reasonable Suspicion: Current employees may be asked to submit to a drug and/or alcohol test if cause exists to indicate that their health or ability to perform work may be impaired. Although reasonable suspicion testing does not require certainty, mere "hunches" are not sufficient to meet this standard. Therefore, a reasonable suspicion test will only be conducted after careful consideration. 5. Return-to-Duty: Any employee who has been removed voluntarily or otherwise from his or her job assignment due to drug or alcohol abuse must agree to be tested on a random and discretionary basis anytime for up to 24 months from the return to work date.
Employee Assistance A fundamental purpose of the Company's Substance-Abuse Prevention Program is to assist employees and family members who suffer from drug or alcohol abuse. If you need confidential help with a drug or alcohol problem, contact (Drug Program Coordinator). If eligible, you will be granted a medical leave of absence for rehabilitation. If you are enrolled in the Company Medical Plan, your health care benefits may pay a portion of your rehabilitation costs. Any additional costs are the employee's responsibility. It is the employee's responsibility to seek assistance before drug or alcohol abuse leads to disciplinary action. The employee's decision to seek prior assistance from the EAP will not be used as the basis for disciplinary action. Contacting (the Drug Program Coordinator) will not be a defense to avoid disciplinary action where the facts proving a violation of this policy or giving rise to other disciplinary action are obtained outside of this consultation.
Disciplinary Actions The Company reserves the right to use disciplinary actions, up to and including termination of employment, depending upon the seriousness of the violation, the employee's present job assignment, the employee's record with the Company, and other factors, including the impact of the violation upon the conduct of Company business.
Consent - As a condition of continued employment, employees must sign the attached consent form. 17
Drug-Free Workplace Program: Consent Form I hereby acknowledge receipt of the Companyâ&#x20AC;&#x2122;s Substance-Abuse Policy regarding drugs and alcohol. My signature acknowledges my understanding and concurrence with the procedures outlined in the above referenced policy. It is my consent to submit to medical testing, including but not limited to giving urine, breath, blood, and/or saliva sample(s) to be used for drug and alcohol analysis under the conditions outlined in the policy. In connection with and consistent with the provisions of the Substance-Abuse Policy: 1) I authorize the release of any urine, breath, blood, and/or saliva sample(s) and the results of any tests and examinations performed thereon to the Company and any doctor, medical personnel, hospital, medical center, clinic, etc., or any representatives with whom they may choose to consult regarding the sample tests or examination results. I will be given an opportunity to explain a positive test result to the Medical Review Officer before the test result is reported to the Company as a verified positive test result. 2) I understand that the test results may be released by the Company to applicable state unemployment agencies and to the Company's workers' compensation insurer(s), where permitted or required by law. I understand that if I test positive for drugs or alcohol following an on-the-job accident I may be ineligible for workers' compensation benefits. 3) I understand that refusal to submit to any test required by this policy, a positive test result, or refusal to authorize the release of the results is grounds for disciplinary action up to and including termination of employment.
I recognize that the Company's policy on drugs and alcohol does not constitute an expressed or implied contract of employment.
EMPLOYEE NAME
SOCIAL SECURITY NO. (Printed)
EMPLOYEE SIGNATURE
DATE
WITNESS SIGNATURE
DATE
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B. Hazard Communication
PURPOSE Anchor Roofing Systems has implemented this written Hazard Communication Program to meet the letter and intent of the OSHA Hazard Communication Standard. The objective of this written program is to effectively disseminate pertinent data on the safe handling of hazardous chemical in the workplace to all appropriate personnel and to outline their rights and responsibilities under the OSHA Hazard Communication Standard. This Program will be available upon request to all employees and their designated representatives.
Job Foremen/Site Supervisors Job Foremen/Site Supervisors will be responsible for the "on-site" management of the Hazard Communication Program. Activities for which they will responsible include: 1. Seeing that training is given to employees on the proper handling of hazardous substances in their work area and use of necessary personal protective equipment. 2. Maintaining a supply of personal protective equipment (i.e. gloves, face shields, respirators), as needed. 3. Maintaining an inventory list of hazardous substances in the work area. 4. Informing affected employees of any and all new hazardous chemicals in the work area. 5. Insuring that all containers, including transfer containers, are appropriately labeled.
Employees As with all the activities at Anchor Roofing Systems, our employees have the most important role in the Hazard Communication Program, for the ultimate execution of the program rests in their hands. In this role they must: 1. Know which chemicals in their work area are hazardous. 2. Attend the Hazard Communication Training Session conducted by the Company. 3. Become familiar with the information on the MSDS's for the hazardous chemicals in their work area. 4. Observe all the handling precautions noted on the MSDS's and as discussed in the training sessions. 5. Inform Job Foremen/Supervisors: Before performing a non-routine task in which hazardous chemicals are involved. When encountering hazardous chemicals in the work area which are either not labeled properly, not identified in the inventory listing, or do not have an MSDS in the book.
MATERIAL SAFETY DATA SHEET ACQUISITION All manufacturers, importers, or distributors that supply chemicals or products containing chemicals to Anchor Roofing Systems have been contacted in order to obtain Material Safety Data Sheets (MSDS's) for those chemicals. All of the MSDS's for this company are kept on file. Review of the MSDS records will be conducted periodically.
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CONTAINER LABELING
Anchor Roofing Systems recognizes that the minimum amount of information required by the Hazard Communication Standard for container labels are: 1. 2. 3.
Identity of the hazardous chemical(s) contained therein. Name and address of the chemical manufacturer, importer, distributor or other responsible party. Appropriate hazard warnings.
At Anchor Roofing Systems, the Job Foremen/Site Supervisors are responsible for seeing that incoming containers of potentially hazardous chemicals are checked to ensure that labeling covering these requirements is affixed.
In-House Labeling Guidelines We also recognize that Anchor Roofing Systems is responsible for labeling "in-house", secondary containers. The Job Foreman/Supervisor is responsible for seeing that these containers of materials which are used or produced exclusively within this facility are labeled using the following guidelines: 1. When hazardous materials are transferred from original containers to secondary containers, each secondary container is labeled, tagged or clearly marked to identify the container contents, appropriate hazard warnings and recommended personal protective equipment. 2. Labels are of prominent size and firmly attached to the container in such a location as to be easily read and not obstruct other labels or create a hazardous handling situation. 3. Stationary vessels, tanks, or pipes which contain hazardous materials have clearly affixed labels, signs, or placards which identify the container contents and have the appropriate hazard warnings. 4. "Empty" containers are not reused for other than the originally contained substances unless the original labels are removed or defaced and a new label is attached to identify the new contents and associated hazard warnings. Anchor Roofing Systems is aware that labeling is not required for portable containers into which hazardous materials are transferred when the material is intended for use within the same work shift and it remains under the immediate control (at all times) of the employee who performed the transfer. However, Anchor Roofing Systems will label even these "single use" containers whenever possible.
CHEMICAL LISTS 20
A Chemical List has been compiled for Anchor Roofing Systems from inspection and inventories. Additional inspections and inventories will be conducted periodically to assure the accuracy of this list. In general, we will rely on the Material Safety Data Sheet (MSDS) information provided by the manufacturer or supplier to determine if a specific chemical or product is to be included in the "Chemical List".
The Chemical List for Anchor Roofing Systems can be found at the beginning of the MSDS Master Book. Recognizing that a significant "employee right" under the Standard is to receive a copy of this list, the Job Foreman/Supervisor is responsible for making sure that all employees requesting copies of the list receive them within five working days of the date the list is requested. To make sure that employees have "workplace access" to this list, copies of the Chemical List are also kept at appropriate locations throughout Anchor Roofing Systems, along with copies of MSDS's for chemicals used in the surrounding work areas (see the MSDS Central File section of this manual for a listing of locations).
MATERIAL SAFETY DATA SHEETS CENTRAL FILE Copies of the list and appropriate MSDS's are kept in the following locations throughout Anchor Roofing Systems so as to have the MSDS's accessible to employees in their place of work.
Locations of MSDS Main Office (Master Book) Specific Jobsite Locations as required. (STEELE FREEMAN Job Site Trailer) In the cab of the site foremanâ&#x20AC;&#x2122;s truck, located in the front seat in a folder. TRAINING PROGRAM Under the Hazard Communication Program, Anchor Roofing Systems has instituted an employee education and training program regarding the handling of hazardous chemicals in the workplace. All personnel who are exposed to chemical hazards in their jobs will be trained at the time of the initial assignment, and whenever circumstances in the work place change involving the addition of a new hazard, or new hazardous chemical. This education and training program will be given to all of our employees at least annually, to keep their knowledge in these areas current.
F. Personal Protective Equipment (PPE) Purpose To provide guidelines concerning the proper use of Personal Protective Equipment and to comply with OSHA standards outlined in Title 29, Code of Federal Regulations (CFR), parts 1900-1999. Definition PPE includes clothing and other accessories designed to create a barrier between the user and workplace hazards. It should be used in conjunction with engineering, work practice and/or administrative controls to provide maximum employee safety and health in the workplace. 21
Responsibility The Safety Director is responsible for complying with all OSHA requirements, including maintenance of all equipment. The Safety Director is also responsible for training both current and new employees on the proper usage of such equipment, or designating the appropriate supervisors to conduct training. The Safety Director, or his/her delegate, must also perform a hazard assessment whenever conditions change to determine if hazards exist that require the use of PPE. If hazards are found, the Safety Director, or his/her delegate, must either eliminate them or provide employees with proper protection from them. The Safety Director must document in writing that a workplace hazard assessment has been performed. The following form should be completed whenever performing a hazard assessment. Training Proper employee training on the correct usage of PPE will likely eliminate many accidents and injuries from occurring. Before performing any work that requires the use of PPE, the Safety Director, or his/her delegate, must train employees on the following:
When and what types of PPE are necessary; How the PPE is to be used; and What the PPE’s limitations are.
In many cases, more than one type of PPE will provide adequate protection. In such cases, employees should have their choice of which type of protection they would like to use. The company is required to document in writing that training has been performed and that employees understand all trained materials. Written certifications should contain the names of all employees trained, the date(s) of training, and the PPE requirements. Site-Specific Requirements Anchor Roofing Systems’ site staff will monitor the hazards/risks and exposures in accordance with this Safety Plan. The plan addresses the various hazards/risks and exposures, and the checklists and will bring any concerns or violations to the attention of the staff for correction. Unsafe or unhealthy work conditions; practices or procedures shall be corrected in a timely manner based on the severity of the hazard. Minimum required protective equipment (PPE) would be:
Eye protection
High-visibility vest
Hard Hats
Gloves
Fall protection
Additionally:
Hot crew must wear long sleeve shirts Machine Operators must wear short sleeve shirts 22
Long pants must be worn Kettle Operator must wear a hard hat with a faces shield, safety glasses or goggles, long sleeve shirt, and elbow-length gloves.
Types of Protection A. Head Protection Prevention of head injuries and wearing the proper protection is a very important component of this company’s safety program. A recent survey by the Bureau of Labor Statistics showed that in most head injury cases employers had not required employees to wear proper head protection. Typical head injuries are usually caused by falling objects and/or by bumping the head against fixed objects. To properly protect against head injuries, head protection must do two things: 1) resist penetration and 2) absorb the blow’s shock. Helmet Selection Proper helmet selection is critical in preventing head injuries from occurring. Each type and class of helmet is intended to protect against specific hazards. The Safety Director or his/her delegate, is responsible for making sure employees select and wear the proper helmet. The following types and classes of protective helmets are available: Type 1 - helmets with full brim, not less than 1¼ inches wide; Type 2 - brimless helmets with a peak extending forward from the crown. For industrial purposes, three classes are recognized; Class A - general service, limited voltage protection; Class B - utility service, high-voltage protection; and Class C - special service, no voltage protection. Helmets under Class A are intended for protection against impact hazards. They are predominately used in manufacturing, construction, shipbuilding, and tunneling, lumbering and mining industries. Class B utility service helmets protect against impact and penetration from falling objects and from highvoltage shock and burn. They are used mostly by electrical workers. Class C helmets are designed specifically for lightweight comfort and impact protection. They are typically manufactured from aluminum and offer no dielectric protection. Class C helmets are often used in construction and manufacturing occupations, oil fields, refineries, and chemical plants. All helmets should be water-resistant and made of slow burning material when exposed to heat. The helmet type should be located inside the shell along with the manufacturer’s name, ANSI designation, and class.
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Helmet Fit A properly fitting helmet should be snug on the head. The helmet’s headband should be adjusted accordingly to receive the proper fit. When the headband is adjusted properly, it provides sufficient clearance between the shell and headband. Helmet Inspection and Maintenance Manufacturer’s specifications should be followed with regard to the proper cleaning methods. Helmets should be cleaned by dipping them in hot, soapy water. They should then be scrubbed and rinsed in clear, hot water. After rinsing, the shell should be carefully inspected for signs of damage. It is the employee’s responsibility to keep their helmet clean. All components, shells, suspensions, headbands, sweatbands, and accessories should be inspected daily for dents, cracks, penetration, or any other damage that might reduce the original degree of safety. Damaged helmets should be replaced immediately. B. Eye and Face Protection OSHA requires eye and face protection whenever the potential for injury exists. The company must provide, and employees must use, protection that is suitable for the work being performed. Supervisors, management, and visitors must also follow these requirements. Proper eye and face protection must meet the following requirements:
Provide adequate protection against the particular hazards for which they were designed; Be reasonably comfortable when worn under the designated conditions; Fit tightly without interfering with the movements or vision of the wearer; Be durable; Be capable of being disinfected; Be easily cleaned; and Be kept clean and in good repair.
To protect from injurious light radiation, all affected employees should use equipment with filter lenses. The following chart outlines appropriate shade numbers for various operations.
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Operati on Shielded metal arc welding
Filter Lenses for Protection against Radiant Energy Electrode Size (1/32) Amps Minimum Protective Shade* Less than 3/32
Less than 60
7
3/32-5/32 5/32-8/32 More than 8/32
60-160 160-250 250-500 Less than 60
8 10 11 7
60-160 160-250 250-500 Less than 50
10 10 10 8
Light
50-150 150-500 Less than 500
8 10 10
Heavy
500-1000
11
Less than 20
6
Light**
20-100 100-400 400-800 Less than 300
8 10 11 8
Medium** Heavy**
300-400 400-800
9 10 2
Gas metal and flux cored arc welding
Gas tungsten arc welding
Air carbon Arc cutting Plasma arc welding
Plasma arc cutting
Torch soldering Torch brazing Carbon arc welding Gas Welding: Light Medium Heavy Oxygen Cutting: Light Medium Heavy
3 14
Under 1/8 1/8-1/2 Over 1/2
Under 3.2 3.2-150 Over 12.7
4 5 6
Under 1 1-6 Over 6
Under 25 25-50 Over 50
3 4 5
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*In selecting eye and face protection, start with a shade that is too dark to see the weld zone. Then, without going below the minimum, go to a lighter shade which gives sufficient view of the weld zone. In oxyfuel gas welding or cutting where the torch produces a bright yellow light, it is recommended that a filter lens be used to absorb the yellow or sodium line in the visible light of the (spectrum) operation. **These values apply where the actual arc is clearly seen. Experience has shown that lighter filters might be used when the arc is hidden by the work piece. Selection There are different types of eye and face protection designed for particular hazards. In selecting protection, consider type and degree of hazard. Where a choice of protection is given, worker comfort should be the deciding factor in selecting eye protection. Employees who use corrective eye glasses should wear face shields, goggles, or spectacles of one of the following types:
Spectacles with protective lenses providing optical correction; Goggles or face shields worn over corrective spectacles without disturbing the adjustment of the spectacles; or Goggles that incorporate corrective lenses mounted behind the protective lenses.
Fit Skilled persons should fit all employees with goggles or safety spectacles. Prescription safety glasses should be fitted by qualified optical personnel. Inspection and Maintenance Eye protection lenses should be kept clean at all times. Continuous vision through dirty lenses can cause eye strain. Daily inspection and cleaning of eye protection with hot, soapy water is also recommended. Pitted lenses should also be replaced immediately as they can be a source of reduced vision. Deeply scratched or excessively pitted lenses are also more likely to break Employees are responsible for taking care of their eye protection. They are also responsible for turning in eye protection that is in poor shape to their immediate supervisor. C. Hearing Protection Exposure to high noise levels can cause hearing loss or impairment and can create physical and psychological stress. There is no cure for noise-induced hearing loss, so the prevention of excessive noise exposure is the only way to avoid hearing damage. Specifically designed protection is required, depending on the type of noise encountered and the auditory condition of each employee. The Safety Director, or his/her delegate, is responsible for providing appropriate hearing protection to employees. Pre-formed or molded earplugs are the best form of hearing protection. They should be individually fitted by a professional. Waxed cotton, foam, or fiberglass wool earplugs can also be used as hearing protection. When used properly, they work as well as most molded earplugs. Disposable earplugs should be discarded after usage. For proper protection, non-disposable earplugs should be cleaned after each use. Plain cotton should not be used as it does not effectively protect against hazardous noises.
D. Respiratory Protection 26
The company is required to provide respirators that are applicable and suitable for the intended purpose. Respirators must be used under the following circumstances: Where exposure levels exceed the PEL, during the time period necessary to install or implement feasible engineering and work practice controls; In maintenance and repair activities, and during brief or intermittent operations where exposures exceed the PEL and engineering controls are not regulated; In areas where the company has implemented feasible engineering and work practice controls and such controls are not sufficient to reduce exposures to or below the PEL; In emergencies.
E. Arm and Hand Protection The Safety Director, or his/her delegate, is responsible for determining appropriate hand protection. Work activities of employees should be studied to determine the degree of dexterity required and the duration, frequency, and degree of exposure to hazards. It is also important to know the hand protection’s performance characteristics relative to the specific hazard. Examples include exposure to chemicals, heat, and flames. F. Foot Protection According to a Bureau of Labor Statistics survey, most workers who suffered foot injuries were not wearing proper foot protection. Furthermore, most of their employers didn’t require them to wear proper protection. This company takes foot protection seriously and requires all employees to wear proper protection. The Safety Director, or his/her delegate, is responsible for determining appropriate foot protection needs. Proper foot protection protects the foot and leg from: 1) falling, rolling or sharp objects, 2) molten metal, and 3) hot or slippery surfaces. Leggings should also be used, whenever necessary, to protect the lower legs and feet from molten metal or welding sparks. In some cases, aluminum alloy, fiberglass, or galvanized steel foot guards may be worn over work shoes as further protection. However, caution must be taken as they can cause tripping to occur. G. Miscellaneous Body Parts Torso - Many hazards can threaten the torso, including heat, splashes from hot metals and liquids, impacts, cuts, acids and radiation. A variety of PPE is available to protect from such hazards: vests, jackets, aprons, coveralls, and full body suits are a few examples. Wool and specially treated cotton are two natural fibers that provide good torso protection. They are fireresistant and adapt well to changing temperatures. Heat-resistant material, such as leather, is often used in protective clothing to guard against dry heat and flames. Rubber, neoprene, and plastics provide protection against acids and chemicals. The Safety Director, or his/her delegate, is responsible for ensuring that employees have appropriate torso protection.
H. Smoking Policy Purpose To establish guidelines whereby the Company provides a smoke-free work environment for our employees and is in compliance with all federal and state Indoor Clean Air Acts.
Scope 27
This policy applies to all employees, vendors, visitors, and contractors.
Policy 1. Smoking is prohibited on property. 2. Employees will refrain from smoking in any company vehicles .
Discipline All employees share in the responsibility for adhering to and enforcing the policy. Employees who violate this policy may receive a written safety violation notice and may be disciplined, up to and including termination of employee, based on the severity of the violation.
I. Fall Protection Program Please see the Site-Specific Fall Protection Plan for more information. RESPONSIBILITY The Company Safety Director is responsible for the administration of this program and has full authority to make necessary decisions to ensure success of the program. All company employees are responsible for safety at all times. This company has expressly authorized the Safety Director to halt any company operation where there is danger of serious personal injury. WRITTEN PROGRAM The company will review and evaluate this standard practice instruction:
On an annual basis When changes occur to Federal Regulations that prompt revision of this document When facility or project operational changes occur that require a revision of this document When there is an accident or close call that relates to this area of safety Any time fall protection procedures fail
Effective implementation of this program requires support from all levels of management within this company. This written program will be communicated to all personnel that are affected by it. It encompasses the total workplace, regardless of the number of workers employed or the number of work shifts. It is designed to establish clear goals, and objectives.
STATEMENT OF POLICY The hazards of potential falls at heights of 6 feet and above will be addressed in this document. This instruction describes a systematic approach that must be used to protect and prevent people from falling. This instruction also lists some of the most common fall hazards, and provides recommendations and guidelines for selecting fall arrest systems.
FACILITY/PROTECTS EVALUATION The workplace will be assessed before each assigned job for potential fall hazards. Proper fall arrest equipment will be used for jobs requiring fall protection when elimination of the hazard(s) is not possible. This company 28
will evaluate the facility and projects to determine fall hazards. This preliminary evaluation will detail the required steps for protecting employees from fall hazards. A fall hazards assessment sheet will be used to document these assessments. A complete list of fall hazard locations and protective measures/procedures will be maintained in this document as APPENDIX A. TRAINING A training program will be provided for all employees who will be exposed to fall hazards in the work area, and will be conducted by competent personnel. The program will include but will not be limited to:
A description of fall hazards in the work area Procedures for using fall prevention and protection systems Equipment limitations The elements encompassed in total fall distance Prevention, control and fall arrest systems Inspection and storage procedures for the equipment Generally, workers will be trained to recognize the hazards of falling from elevations and to avoid falls from grade level to lower levels through holes or openings in walking/working surfaces. Training programs will include prevention, control and fall arrest systems. It must be ensured that appropriate fall arrest systems are installed, and that employees know how to use them before beginning any work that requires fall protection. A. Initial Training Training will be conducted prior to job assignment. This employer will provide training to ensure that employees understand the purpose, function and proper use of fall protection and that employees acquire the knowledge and skills required for the safe application and usage. This standard practice instruction will be provided to, and read by all employees receiving training. The training will include, as a minimum the following: 1) Types of fall protection equipment appropriate for use. 2) Recognition of applicable fall hazards associated with the work to be completed and the locations of such. 3) Load determination and balancing requirements. 4) Procedures for removal of protection devices from service for repair or replacement. 5) All other employees, whose work operations are or may be in an area where fall protection devices may be utilized, will be instructed to an awareness level concerning hazards associated with fall protection operations. 6) Fall protection equipment identification. Fall protection equipment having identification numbers will be checked for legibility. Fall protection equipment having illegible identification markings will be turned in to the supervisor for inspection. 7) Equipment maintenance and inspection requirements. 8) Equipment donning and doffing procedures. 9) Equipment strengths and limitations. 10) Certification. This employer will certify that employee training has been conducted and is being kept up to date. The certification will contain each employee's name, dates of training, signature of trainer, and (if applicable) date employer deemed prior training adequate. Training will be conducted by competent personnel.
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B. Refresher Training This standard practice instruction will be provided to, and read by all employees receiving refresher training. The training content will be identical to initial training. Refresher training will be conducted on an annual basis or when the following conditions are met, whichever event occurs sooner. 1) Retraining will be provided for all authorized and affected employees whenever (and prior to) a change in their job assignments, a change in the type of fall protection equipment used, or when a known hazard is added to the work environment which affects the fall protection program. 2) Additional retraining will also be conducted whenever a periodic inspection reveals, or whenever this employer has reason to believe, that there are deviations from or inadequacies in the employee's knowledge or use of fall protection equipment or procedures. 3) Whenever a fall protection procedure fails. 4) The retraining will reestablish employee proficiency and introduce new or revised methods and procedures, as necessary. 5) Certification. This employer will certify that employee training has been conducted and is being kept up to date. The certification will contain each employee's name, dates of training, and signature of trainer. Training will be conducted by competent personnel.
FALL HAZARD CONTROL PROCEDURES (FALL PREVENTION) A. Control Procedures Development Once a facility/project evaluation has been accomplished, procedures will be developed, documented and utilized for the control of potential fall hazards. Qualified individuals of this company will design and approve any changes to fall prevention plans. Company engineers (when utilized) or other qualified personnel will be provided with any required specialized training to recognize fall hazards, to understand and address fall prevention techniques, and to become familiar with fall arrest equipment and procedures. It is critical that they consider fall protection design for the safety of operations where employees must work at elevated heights. Safety during access and egress from elevated work sites will also be considered. Once developed the fall prevention plan will maintained at the specified job site. The following guidelines will be used when planning work at elevated heights: 1) Involve Safety Representatives early in the project planning/job planning so that they can recommend appropriate fall-protection measures and equipment. 2) Involve qualified engineers when load rating of anchorage points must be determined or is in doubt. Required training will be provided as necessary. 3) Involve Engineering and Maintenance personnel when anchorage points must be installed. 4) The Safety Director and Engineering personnel will consider the expertise of fall protection equipment manufacturers and professional safety consultants. 5) This company will be specific in dealing with fall hazards when developing contracts. Contractors will be required to provide a written fall protection program, which describes the contractors' fall protection policies and procedures when they will be working at elevated heights. B. Procedural Format The following format will be followed when developing fall protection procedures. The Safety Director will be responsible for the implementation of these procedures. The procedures will clearly and specifically outline the scope, purpose, authorization, rules, and techniques to be utilized to control fall hazards, and the means to enforce compliance including, but not limited to, the following: 30
1) A specific statement of the intended use of the procedure. 2) A review of accident records, including OSHA 200 logs and Workers' Compensation documentation. 3) Interviews with employees and groups of employees whose work environments include or may include fall hazards. 4) Physical observations of the work environment(s) that involve fall hazards or the potential of such. 5) Observations of individuals and their job tasks and work habits that expose them to existing or potential fall hazards. 6) The procedures contained in the company fall protection program. 7) Specific procedural steps for the use and operation of body harness systems, and other fall protection systems. 8) Specific procedural steps for the placement, erection, inspection, maintenance, disassembly and transfer of fall protection systems or devices and the person(s) responsible for them. 9) Specific requirements for testing fall protection systems or equipment to determine and verify the effectiveness of the fall protection control measures (not load testing). 10) The correct procedures to rescue employees who have fallen. 11) The role of each employee in fall protection plans and applicable policies. 12) Specific requirements for testing fall protection systems or equipment. C. Controlled Access Zones Locations where conventional fall protection methods cannot be used will be classified as Controlled Access Zones (CAZ's). Anchor Roofing Systems will implement the procedures specified under 29 CFR 1926.502 paragraph (g) for each location identified and classified as a CAZ. D. Safety Monitoring System Where no alternate methods have been implemented, Anchor Roofing Systems, will implement a Safety Monitoring System in accordance with 29 CFR 1926.502 paragraph (h). Safety Monitors will be trained to the extent necessary for competent persons and assigned to monitor the safety of other employees. The Safety Monitor must meet the following qualifications:
Be able to recognize fall hazards Be able to warn employee if they are unaware of a fall hazard or is acting in an unsafe manner Be on same working surface and in visual sight Be able to stay close enough for verbal communication Not have other assignments that would draw attention from the monitoring function
E. Accident Investigations In the event an employee falls, or some other related, serious incident occurs, Anchor Roofing Systems, will investigate the circumstances of the fall or other incident to determine if the fall protection plan needs to be changed and will implement those changes to prevent similar types of falls or incidents.
PROTECTIVE MATERIALS AND HARDWARE Appropriate fall protection devices, which meet applicable ANSI and ASTM requirements, will be provided for potential fall hazards. Selection of the equipment will be based on the fall protection evaluation. A. Selection Criteria 1) Fall Protection devices will be singularly identified; will be the only devices(s) used for controlling falls; will not be used for other purposes; and will meet the following requirements: 31
a) Capable of withstanding the environment to which they are exposed for the maximum period of time that exposure is expected. b) Anchor points will not deteriorate when located in corrosive environments such as areas where acid and alkali chemicals are handled and stored. c) Capable of withstanding the ultimate load of 5,000 lbs. for the maximum period of time that exposure is expected. d) Standardization within company facilities. Fall protection devices will be standardized whenever possible. FALL PROTECTION SYSTEMS When fall hazards cannot be eliminated through any other means, fall arrest systems will be used to control falls. Proper training on the use of fall arrest equipment is essential and will be provided prior to use. A. Full Body Harness Systems A full body harness system consists of a full-body harness, lanyard, energy shock absorber, and self-locking snap hook. Before using a full-body harness system, the supervisor and/ or the user must address such issues as: 1) 2) 3) 4) 5) 6) 7) 8) 9)
Required at all times. Has the user been trained to recognize fall hazards and to use fall arrest systems properly? Are all components of the system compatible according to the manufacturer's instructions? Have appropriate anchorage points and attachment techniques been reviewed? Has free fall distance been considered so that a worker will not strike a lower surface or object before the fall is arrested? Have swing fall hazards been eliminated? Have safe methods to retrieve fallen workers been planned? Has the full-body harness and all of its components been inspected both before each use and on a regular semi-annual basis? Is any of the equipment, including lanyards, connectors, and lifelines, subject to such problems as welding damage, chemical corrosion, or sandblasting operations?
B. Retractable Lifelines 1) A retractable lifeline is a fall arrest device used in conjunction with other components of a fall arrest system. One person should use retractable lifelines at a time. 2) A properly inspected and maintained retractable lifeline, when correctly installed and used as part of the fall arrest system, automatically stops a person's descent in a short distance after the onset of an accidental fall. 3) Retractable lifelines may be considered when working in areas such as on roofs and scaffolds, or in tanks, towers, vessels, and manholes. Also, retractable lifelines should be considered when climbing such equipment as vertical fixed ladders. Before using a retractable lifeline, the supervisor and/ or the user must address the following questions: a) Has the user been trained to use a retractable lifeline correctly? b) Is the retractable lifeline being used in conjunction with a complete fall arrest system? c) Is the equipment under a regular maintenance program? d) Has the equipment been inspected within the last six months?
C. Standard Harnesses Harnesses for general-purpose work should be Class III, constructed with a sliding back D-ring. Standard harnesses are suitable for continuous fall protection while climbing, riding, or working on elevated personnel 32
platforms. They are suitable for positioning, fall arrest, and the rescue and evacuation of people who are working at elevated heights. D. Top of Wall Safety Standards Mounted to the top of the parapet wall, with braided metal cable. INSPECTION AND MAINTENANCE To ensure that fall protection systems are ready and able to perform their required tasks, a program of inspection and maintenance will be implemented and maintained. The following as a minimum, will comprise the basic requirements of the inspection and maintenance program: A. Equipment manufacturer's instructions will be incorporated into the inspection and preventive maintenance procedures. B. All fall protection equipment will be inspected prior to each use, and a documented inspection at intervals not to exceed 6 months, or in accordance with the manufacturers guidelines. C. The user will inspect his/her equipment prior to each use and check the inspection date. D. Any fall protection equipment subjected to a fall or impact load will be removed from service immediately and inspected by a qualified person (sent back to the manufacturer). E. Check all equipment for mold, damage, wear, mildew, or distortion. F. Hardware should be free of cracks, sharp edges, or burns. G. Ensure that no straps are cut, broken, torn or scraped. H. Special situations such as radiation, electrical conductivity, and chemical effects will be considered. I. Equipment that is damaged or in need of maintenance will be tagged as unusable, and will not be stored in the same area as serviceable equipment. J. A detailed inspection policy will be used for equipment stored for periods exceeding one month. K. Anchors and mountings will be inspected before each use by the user and supervisor for signs of damage. MOST COMMON AND MOST DANGEROUS FALL HAZARDS The tasks and situations listed below present inherent fall hazards. Special attention must be given to providing fall prevention and/ or fall control for them, remembering that this attention is necessary in the design, engineering, planning, and execution stages of work. Supervisors will give special consideration to fall protection for the following tasks and provide employees with any necessary equipment. Working on walking/working surfaces with unprotected sides, edges, or holes, which is 6 feet or more above a lower level. Working on leading edges 6 feet or more above lower levels. Working from crane booms, tower cranes, or in hoist areas where potential exists from falling 6 feet or more to lower levels. Working on top of machinery and equipment, such as overhead cranes, furnaces, conveyors and presses. Other work that involves fall hazards, such as "off-chutes" from main piping in ductwork or boilers. Working on roofs, with deteriorating or unsupported sections and framing. Working over chemical tanks or open pits. Working from fixed or portable ladders, or climbing systems. Performing work on water towers, product tanks, silos, pipe racks, presses, and floor pits. Working near or around excavations
DEFINITIONS 33
Anchorage means a secure point of attachment for lifelines, lanyards or deceleration devices. Body belt means a strap with means both for securing it about the waist and for attaching it to a lanyard, lifeline, or deceleration device. Body harness means straps which may be secured about the employee in a manner that will distribute the fall arrest forces over at least the thighs, pelvis, waist, chest and shoulders with means for attaching it to other components of a personal fall arrest system. Competent person means a person who is capable of identifying hazardous or dangerous conditions in any personal fall arrest system or any component thereof, as well as in their application and use with related equipment. Connector means a device, which is used to couple (connect) parts of the personal fall arrest system and positioning device systems together. It may be an independent component of the system, such as a carabineer, or it may be an integral component of part of the system. Deceleration device means any mechanism with a maximum length of 3.5 feet, such as a rope grab, rip stitch lanyard, tearing or deforming lanyards, self-retracting lifelines, etc. which serves to dissipate a substantial amount of energy during a fall arrest, or otherwise limit the energy imposed on an employee during fall arrest. Energy shock absorber means a device that limits shock-load forces on the body. Failure means load refusal, breakage, or separation of component parts. Load refusal is the point where the ultimate strength is exceeded. Fall arrest system means a system specifically designed to secure, suspend, or assist in retrieving a worker in or from a hazardous work area. The basic components of a fall arrest system include anchorage, anchorage connector, lanyard, shock absorber, harness, and self-locking snap hook. Free fall means the act of falling before a personal fall arrest system begins to apply force to arrest the fall. Free fall distance means the vertical displacement of the fall arrest attachment point on the employee's body belt or body harness between onset of the fall and just before the system begins to apply force to arrest the fall (maximum of 6 feet). This distance excludes deceleration distance, and lifeline/lanyard elongation, but includes any deceleration device slide distance or self-retracting lifeline/lanyard extension before they operate and fall arrest forces occur. Hole means a gap or void 2 inches or more in its least dimension, in a floor, roof, or other walking/working surface. Lanyard means a flexible line of rope, wire rope, or strap, which generally has a connector at each end for connecting the body belt or body harness to a deceleration device, lifeline or anchorage. Leading edge means the edge of a floor roof, or formwork for a floor or other walking/working surface which changes location as additional floor, roof, decking, or formwork sections are placed, formed or constructed. A leading edge is considered to be an unprotected side and edge during periods when it is not actively and continuously under construction. Lifeline means a component consisting of a flexible line for connection to an anchorage at one end to hang vertically or for connection to anchorages at both ends to stretch horizontally and which serves as a means for connecting other components of a personal fall arrest system to the anchorage. Opening means a gap or void 30 inches or more high and 18 inches or more wide, in a wall or partition, through which employees can fall to a lower level. Personal fall arrest system means a system used to arrest an employee in a fall from a working level. It consists of an anchorage, connectors, a body belt or body harness and may include a lanyard, deceleration device, lifeline, or suitable combinations of these. As of January 1, 1998, the use of a body belt for fall arrest is prohibited. Positioning device system means a body belt or body harness system rigged to allow an employee to be supported on an elevated vertical surface, such as a wall, and work with both hands free while leaning.
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Qualified person means one with a recognized degree or professional certificate and extensive knowledge and experience in the subject field who is capable of design, analysis, evaluation and specifications in the subject work, project, or product. Retractable lifeline means a fall arrest device that allows free travel without slack rope, but locks instantly when a fall begins. Rope Grab means a deceleration device, which travels on a lifeline and automatically, by friction, engages the lifeline and locks so as to arrest the fall of an employee. A rope grab usually employs the principle of inertial locking, cam/level locking, or both. Safety-monitoring system means a safety system in which a competent person is responsible for recognizing and warning employees of fall hazards. Self-retracting lifeline lanyard means a deceleration device containing a drum-wound line, which can be slowly extracted from, or retracted onto, the drum under slight tension during normal employee movement, and which, after onset of a fall, automatically locks the drum and arrests the fall. Snap-hook means a connector comprised of a hook-shaped member with a normally closed keeper, or similar arrangement, which may be opened to permit the hook to receive an object and, when released, automatically closes to retain the object. Snap-hooks are generally one of two types: ď&#x192;&#x2DC; The locking type with a self-closing, self-locking keeper which remains closed and locked until unlocked and pressed open for connection or disconnection; or ď&#x192;&#x2DC; The non-locking type with a self-closing keeper, which remains closed until pressed open for connection or disconnection. As of January 1, 1998, the use of a non-locking snap hook as part of personal fall arrest systems and positioning device systems is prohibited. Toe board means a low protective barrier that will prevent the fall of materials and equipment to lower levels and provide protection from falls for personnel. Walking/Working surface means any surface, whether horizontal or vertical on which an employee walks or works, including, but not limited to, floors, roofs, ramps, bridges, runways, formwork and concrete reinforcing steel but not including ladders, vehicles, or trailers, on which employees must be located in order to perform their job duties. Warning line system means a barrier erected on a roof to warn employees that they are approaching an unprotected roof side or edge, and which designates an area in which roofing work may take place without the use of guardrail, body belt, or safety net systems to protect employees in the area. Work area means that portion of a walking/working surface where job duties are being performed.
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J. Aerial Lift Safety Preparation 1. Only employees who have been trained on the equipment will be permitted to work with, on, or near aerial or scissor lifts. 2.
The equipment must be inspected at the beginning of the day and periodically throughout the day, paying special attention to braking and safety devices.
3.
The lift platform will be kept clear of clutter and debris.
4.
Employees must clean mud and grease off their shoes before entering the work platform.
5.
Operators must read and understand the safety and operations notices on the equipment to insure that equipment is operated within its safe capacity.
Operations 1. Be aware of surroundings to avoid overhead or side obstructions. Post a spotter when moving equipment through tight quarters. 2.
Exercise particular caution when backing up, and always use a spotter to assist in backing.
3.
Make sure the floor or ground on which you intend to drive is strong enough to support the weight of the machine.
4.
Follow manufacturerâ&#x20AC;&#x2122;s recommendations regarding advisability of moving the lift with the platform elevated. Movement of the machine with the platform elevated is not recommended unless the surface over which it will travel has been observed by a ground-level spotter to be completely smooth, level, and free of any debris or obstruction.
5.
Avoid electrical lines and overhead cables, pipes, joists, etc. when raising or lowering the lift.
6.
Monitor the movements and behavior of other people in the work area.
7.
The lift must be moved smoothly and deliberately, to avoid injury to workers in the bucket.
8.
The area surrounding and beneath lift operations must be kept clear of personnel and equipment.
Employee Safety on the Lift 1. Employees must exercise caution when entering or exiting the work platform. 2.
Employees must not attempt to enter any part of the vehicle when it is in motion.
3.
Make sure all entry gates are closed and all guardrails are up before the lift is raised.
4.
Keep at least one foot on the platform at all times. Do not straddle the top rail or enclosure.
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5.
Use required restraint system or other personal protective equipment. Fall protection is required inside of any lift. A harness must be worn and secured to approved points inside the lift.
6.
If you are using power tools while on the lift, make sure tools and lift are properly grounded to prevent electrical shock.
SCISSORS LIFTS 1. Scissors lifts should only be operated by trained personnel. 2.
Workers should stand well clear of the machine when it is moving, raising or lowering. The operator would make sure the way is clear before moving the lift.
3.
The lift should not be moved in the raised position.
4.
All workers on the lift should wear hard hats.
5.
Extreme caution should be used when moving the lift, especially if going up or down ramps.
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K. Scaffold Safety I. PURPOSE This procedure provides instructions and minimum requirement for the construction and erection of scaffolds and ladders. II. REQUIREMENTS The following requirements are applicable to all scaffolds: A. Guardrails and Toe boards 1.
Top rails shall be approximately 42 inches above the working surface.
2.
Midrails shall be approximately 21 inches above the working surface.
3.
Wire rope top rails and midrails shall be stretched tight with no more than an approximate 3-inch deflection.
4.
Toe boards shall extend a minimum of 4 inches above the working surface.
5.
When the placement of the scaffolds\work platform prevents the installation of guardrails, other fall protection equipment shall be used.
6.
Guardrails and toe boards shall be installed on all open sides and ends of scaffolds and work platforms that are more than 10 feet above the ground or floor.
7.
Scaffolds and work platforms 4 feet to 10 feet high, with a working surface of less than 24 inches in either direction, shall have guardrails. Toe boards are not required.
B. Working Surfaces 1.
Working surfaces shall be constructed of scaffold plank, aluminum picks, or 3/4" plywood.
2.
Scaffold planks shall be full cut scaffold grade lumber, with a minimum dimension of 2 inch x 10 inch and free from knots and splits.
3.
Working surfaces shall be secured by nails, #9 wire, cleats, or bolts.
4.
Scaffold planks shall extend a minimum of 6 inches and a maximum of 12 inches over the end supports.
5.
If required, an access ladder shall be provided.
6.
Scaffold planks shall not span more than 8 feet between supports.
7. Scaffold planks and plywood shall be free of splits and burns. C. Scaffold Footing and Anchorage 38
1.
The footing or anchorage shall be capable of carrying the maximum intended load without settling or displacement.
2.
The uprights shall be plumb and securely braced to prevent swaying and displacement.
The requirements for specific types of scaffolds and ladders are described below: D. Tubular Welded Frame 1.
Scaffold shall be cross-braced to assure scaffold is plumb, square, and rigid.
2.
Stacking pins shall only be secured with the manufacturer's pins or bolts.
3.
Cross braces shall be secured as designed by the manufacturer.
4.
Stationary scaffolds must be secured horizontally ever 30 feet of height to prevent tipping.
5.
The height of rolling scaffolds, measured from the ground to the top rail, shall be not more than four (4) times the minimum base dimension.
6.
All wheels shall be the same size, equipped with a positive locking device, and in good condition.
7.
Wheels shall be locked while personnel are working from the scaffold.
8.
Personnel shall not be permitted on mobile scaffold while the scaffold is being moved.
E. Tube and Coupler (Tube- Lock) 1.
Uprights shall have a maximum spacing of 6 feet.
2.
Uprights shall be placed on secure bases and maintained plumb.
3.
Horizontal braces shall be installed completely around all exterior uprights and between interior uprights. Braces shall be installed every 6 feet of height.
4.
Platform supports shall be coupled directly to the horizontal braces and extend 4 inches to 12 inches beyond the horizontal braces.
5.
All horizontal bracing shall be coupled to the uprights.
6.
Diagonal bracing shall be installed at alternating 45 degree angles beginning with the comer upright and repeating every 5th upright on the perimeter. An alternating bracing pattern shown in sketch 5 shall be used.
F. One and Two-Point Suspension Scaffolds 39
1.
Cable shall be securely anchored and softeners used when necessary.
2.
Cable shall be insulated at the anchor point, from the motor to 4 feet above the motor, and wherever the cable comers in contact with metal, to prevent electrical arcing.
3.
Two-point suspension scaffold platforms shall remain level while being raised or lowered.
4.
Each employee shall wear a body harness and be tied off to an independent lifeline. A lifeline shall be supplied for each employee.
G. Knee Brace Knee brace scaffolding shall be welded by a qualified welder and visually inspected before use.
SCAFFOLD SAFETY REGULATIONS ERECTION Only the manufacturer of a scaffold or his qualified designated agent shall be permitted to erect or supervise the erection of Scaffolds exceeding 50 ft. in height above the base, unless such structure is approved in writing by a registered professional Engineer, or erected in accordance with instructions furnished by the manufacturer or supplier. PRIOR TO USE: 1.
All equipment must be inspected before use. Only equipment in good repair and safe condition shall be used. The strength of rusted or damaged equipment is not known and it must not be used.
2.
All planks shall be inspected to insure it is of sound quality, straight grained, free from through knots and is graded for scaffold use.
3.
Calculate total loads to be imposed on scaffolding. With consideration of job site ground conditions, determines frame spacing and size mud sills to safely carry these loads.
4.
If in doubt as to the ability of scaffold equipment to do a particular job, consult your rental company representative or a manufacturer's rep. Don't take chances!
5.
Familiarize yourself with local, state, and federal requirements and be governed accordingly.
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GENERAL REQUIREMENTS: 1. Scaffold should be erected, moved, or dismantled only under the supervision of competent persons. If in doubt, contact your Safety representative. 2. Provide adequate sills for scaffold legs and use base plates. 3. Compensate for any unevenness of ground by using adjusting screws. Unstable objects such as barrels, boxes, concrete blocks, loose bricks, etc. shall not be used to support scaffolding or planks. 4. All scaffolds shall be level and plumb at all times. Plumb and level as the erection proceeds. 5. Each scaffold leg must be braced. Do not force braces to fit. Braces must be fastened properly. 6. Guard railing and intermediate railing shall be used on all open sides and ends of scaffolding 10' in height (4' in height if the minimum dimension in either direction is less that 45"). Toe boards shall be used over 10' in height. Wire mesh screening will be used between the toe board and guard railing whenever persons are required to work or pass under the scaffold. (Consult local codes for variances in guardrail height.) 7. Provide proper access to scaffold platforms. Be sure to consult your local or state codes. DO NOT CLIMB ON SCAFFOLD BRACING. 8. Overhead protection shall be provided for men on scaffolds exposed to overhead hazards. 9. Anchor running scaffold to wall at least every 30 feet in length and 26 feet in height. Use additional care when using pulley arms. 10. The effect of wind loading on scaffold shall be considered. Specific precautions must be taken to assure adequacy and frequency of ties when scaffold is partially or fully enclosed. 11. Guy or brace all freestanding towers every 26 foot of elevation. 12. Where uplift may occur, use unit lock arms, rivet and hairpins, or other similar means to lock frames together. 13. Horizontal diagonal bracing shall be used when necessary to prevent racking of the scaffold. 14. Do not use ladders or makeshift devices on top of the scaffold to increase the height. 15. Safety scaffold shall not be used as material hoist towers or for mounting derricks without first determining the loads and stresses involved. 16. Scaffold is not to be placed in the proximity of power lines unless special precautions are taken. Consult the utility for advice.
BRACKETS AND ACCESSORIES 41
1.
All scaffold accessories shall be used and installed in accordance with manufactures recommended procedures. Accessories shall not be altered in the field.
2.
All brackets shall be seated correctly with the brackets parallel to the frames and end brackets 90 degrees to the frame. Brackets shall not be bent or twisted from normal positions.
3.
Do not use putlogs as side brackets without putlog supports and thorough consideration for loads to be applied and the uplift and overturning effect of such use.
4.
Never tie two putlogs together to accommodate greater spans. No putlogs shall have less than 6" overhang at point of support.
5.
When using 16 foot and 22 foot putlogs in parallel, proper bracing between putlogs shall be used.
6.
Use putlog supports where spans exceed 12 feet with bottom support attached within 6 inches of horizontal brace across frame.
7.
Do not omit or fail to tighten all bolts or wing nuts that are a part of the old assembly.
PLANKING 1. All planking shall have at least 12 inches of overlap and extend 6 inches beyond center of support or be cleared at both ends. Do not allow unsupported ends of plank to extend more than 18 inches beyond the support. 2. Do not overload scaffolds. Maximum allowable spans for 2" x 10" nominal planking are as follows: Span (feet) 7 8 10
Load (psf) 75 50 25
3. Consult Safety for acceptable scaffold leg loading when planking and loading more than one level at a time. 4. Scaffold platform shall be fully planked between guardrails. 5. Secure plank to scaffold when necessary to prevent uplift or displacement.
ROLLING TOWERS SPECIAL PRECAUTIONS 42
1. Rolling towers must be level and plumb at all times. 2. Rolling towers shall be no higher than 4 times the minimum base dimension. 3. Caster brakes must be applied at all time when scaffold is not being moved. 4. Five-inch casters may be used on towers under 30 feet. For towers 30 feet and over, always use 8- inch casters. 5. Casters with plain steel shall be attached to the frame leg or adjusting screws by pins or other suitable means. 6. Do not extend diagonal-adjusting screws more than 12 inches. 7. Rolling towers shall be fully braced on both sides. 8. Horizontal diagonal bracing is to be used on the bottom and at intermediate levels of 20 feet. 9. Unit lock arms, rivet and hairpins or other means of locking frames together shall be used on all towers. 10. Guard rails and intermediate rails, when required, shall be used on all scaffolds above 4 feet in height. 11. Provide proper access. Be sure to consult local and state codes. 12. All scaffold planking must be secured to prevent displacement or uplift. Toe boards shall be used on scaffolds 10 feet or more in height. 13. Do not use brackets on rolling towers. 14. Remove or secure all material and equipment on platform before moving scaffold. 15. DO NOT RIDE rolling scaffolds or towers. 16. Do not attempt to move a rolling tower without sufficient help. Apply force to move tower as close to the base as possible. 17. Watch out and avoid holes in floor or other obstructions on the floor or overhead when moving a rolling tower. PERSONNEL INSTRUCTION 1.
All personnel shall be instructed in the proper and safe use of scaffolding.
NOTE: Special safety rules apply to tube and coupler, shoring assemblies, and swing stage scaffolds.
L. Crane Safety 43
Cranes Cranes must be operated by trained, certified operators. The crane must not be loaded past its rated capacity except for test purposes. All crane operations, including signaling, and rigging, will be performed in compliance with 29 CFR 1926 Subpart CC on the jobsite. Operations The operator of the aforementioned devices shall perform his/her duties as follows: 1. Equipment shall be operated by a qualified operator or trainee that is under the direct supervision of the qualified operator. Exception: Maintenance and test personnel and inspectors, when in the performance of their duties, shall be allowed access only after permission has been granted by the operator; 2. The operator, when operating the equipment, shall maintain full attention on the task being performed (e.g., no use of headsets, music); 3. The operator shall ensure that hand signals used during the lift are understood and followed by all involved; 4. No load in excess of the rated capacity shall be lifted, unless for test purposes, and the test shall be an engineered lift; 5. Before leaving the crane or carrier unattended, the operator shall land any load, place the controls or master switch in the off position and open the main line device of the specific crane or carrier; 6. The main line disconnect shall not be closed until the operator has made sure that no one is on or adjacent to the crane or carrier; 7. If the crane or carrier has been locked out or tagged out, the operator shall not remove the lock or tag, unless the lock or tag has been placed there by the operator. To remove someone else’s lock or tag refer to the Lockout/Tag-out program; 8. For cab-operated equipment, make sure that all controls are in the “off” position prior to closing the line disconnect; 9. During use of cab-operated equipment, if the power should fail, the operator shall turn off all controllers. Before restarting, the operator shall check the motion controls for proper direction to ensure controls are in the neutral position; and 10. Persons boarding or leaving cab-operated equipment shall do so at the designated point of access or egress. 11. Employers must comply with local and state operator licensing requirements which meet the minimum criteria specified in § 1926.1427. 12. Employers must pay for certification or qualification of their currently uncertified or unqualified operators. 13. When employers with employees qualified for power transmission and distribution are working in accordance with the power transmission and distribution standard (§ 1910.269), that employer will be considered in compliance with this final rule's requirements for working around power lines. 14. Employers must perform a pre-erection inspection of tower cranes. Attaching the Load Attaching the load shall be conducted as follows: 1. Hoist chains or ropes shall be free of kinks or twists; 44
2. Hoist chains or ropes shall not be wrapped around the load; 3. The load shall be attached to the load block; and 4. Prior to lifting the load, the operator shall make certain that the load, sling, attachments, lifting devices and the load block are unobstructed. 5. Employers must use a qualified rigger for rigging operations during assembly/disassembly. Moving the Load Moving the load shall be conducted as follows: 1. The person responsible for directing the lift shall make sure that the load is properly secured, balanced and positioned in the sling or other lifting device; 2. The person responsible for directing the lift shall make another visual inspection of the hoist chain or rope to make sure there are no kinks or twists; 3. The load block shall be brought over the load in a manner that will prevent swinging when lifting the load; 4. The chain or rope shall be inspected to ensure that it is properly seated in the chain sprocket or drum groove; 5. Lift equipment shall not be used for side pulls; 6. The operator shall not lift, travel or lower a load while someone is on the load or hook; 7. The operator shall avoid lifting the load over people; 8. If the load being lifted approaches the rated load to be handled, the operator shall test the brakes by lifting the load a few inches and applying the brakes; and 9. The load shall not be lowered below the point where there is less than two wraps of rope on the hoisting drum, unless a lower limit device is provided. If a lower limit device is provided, no less than one wrap shall remain. Parking the Load Parking the load shall be conducted as follows: 1. The operator shall not leave a suspended load unattended; and 2. The load block of the hoist shall be raised above head level when not in use. Hand Signals Hand signals shall be used unless the participants of the lift are equipped with telephones, radios or other equivalent means of communication. Inspection Procedure Cranes in Periodic Use A crane or overhead gantry that has not been used for a period of one month or more shall be inspected by the employee trained to use such equipment before each use and the focus for such an inspection is as follows: 1. Inspect all functional operating mechanisms; 2. Check for damage to or leaks from lines, tanks, valves, drain pumps, and air or hydraulic systems; 3. Check the load hook for deformities or cracks; 4. Check all hoist chains for excessive wear, including end connectors. 45
5. Check all chains for kinks, twists and distorted links and stretches that are beyond what is recommended by the manufacturer; and 6. Inspect the rope for damage such as kinks, cracks, cutting, bending, broken wires, unraveling, corroded or improperly connected end connections. Regardless of how often a crane or overhead gantry is used, the unit shall be inspected annually by an outside contractor qualified to inspect the unit. This inspection shall be the responsibility of the company to arrange. The contractor shall document and provide the owner with a copy of the findings. Maintenance Preventive maintenance shall be performed as prescribed by the manufacturer as detailed in the ownerâ&#x20AC;&#x2122;s manual. Maintenance of the units shall be performed by an outside contractor qualified to perform maintenance. Adjustments and Repair Any unsafe condition noted during the inspection of the crane shall be repaired before the crane is used.
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Section 9: New Employee Safety The Safety Director should provide safety training to all newly hired employees. Each new employee will be given a copy of the safety manual. General safety orientation containing information common to all employees should be reviewed, before beginning their regular job duties. Recommendations include (at a minimum): Review the Safety Manual, with extra time spent on: Accident & hazard reporting procedures, emergency procedures, first aid, personal protective equipment, and special emphasis programs (Drug-Free Workplace Policy, Return-to-Work Policy, Incentive Programs, etc.) Encourage & motivate employee involvement in safety. Make each accountable for their safety and the safety of their coworkers. Explain the workers’ compensation system and fraud prevention Review any known workplace hazards. Conduct training on any topics that are not schedule to be addressed within a reasonable timeframe and are relevant to the employee’s job. Job-specific training provided before performing the task should include: Review completed JSA’s Specific safety rules, procedures, hazards, and special emphasis programs (Machine Guarding, Welding, Lockout/Tag-out, etc.) to complete their job Identify employee’s or employer’s responsibilities Continual training should be provided to new hires. Each new hire should be assigned to work with an experienced worker for at least 6 months. The senior employee should act as a mentor and ensure that the employee is working safely and exhibits a positive safe attitude. The Safety Director should complete the new employee safety checklist for each new employee during their safety training.
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Section 10: Safety Violation Should any employee commit an unsafe act, intentional or not, this action should be addressed by the immediate supervisor and reviewed by the Safety Director. The Company reserves the right to use disciplinary actions, depending upon the seriousness of the violation and the impact of the violation upon the conduct of Company business. It is not required to complete all steps of the disciplinary procedure in every case. Discipline may begin at any step appropriate to the situation. Discipline includes, but is not limited to: Verbal Reprimand Written Reprimand Suspension Termination of Employment
48