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HomeMy WebLinkAboutPRODUCT DATA - HANGING MATERIAL SAMMY SCREWS - 18-00176 - 220 S 2nd W - Arbor Cove - Bldg (C) #2 - 32 Units - New Dormitory Housing> > > >>>>>>>>>>> SAMMYS for SEISMIC ® Use our NEW SEISMIC CALCULATOR at http://www.sammysuperscrew.com/sammysforseismic.htm to download your Restraint Calculations EASILY AND ACCURATELY!! 1349 W Bryn Mawr AveItasca, IL 60143800-BUILDEXwww.itwbuildex.com Building Ideas That Work®Buildex Features • Structural attachment and restraint component combined; ready for selected rod. • Access to the back of fastener not required. • Does not require use of a retaining nut. • Quick and easy installation. • Made in USA. Benefits • Reduced installation cost. • Design flexibility. • Less on site material (GO GREEN). • Less material coordination. • Aesthetically pleasing. Swivel X-Press™ for Seismic Restraint Swivel Head Teks™ for Seismic Restraint SXP 20 for 3/8” RodStructural attachment for installation of branch/end of line restraint using 3/8” all thread (.299” OD) or end thread rod (.374” OD). Designed for use in metal deck ranging from 22 ga. through 18 ga. in low slope or pitched roof designs (12/12). The SXP 20 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). SXP 35 for 3/8” RodStructural attachment for installation of branch/end of line restraint using 3/8” all thread (.299” OD) or end thread rod (.374” OD). Designed for use in steel purlin ranging from 16 ga. through 1/8”in low slope or pitched roof designs (12/12). The SXP 35 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). SXP 2.0 for 1/2” RodStructural attachment for installation of branch/end of line restraint using 1/2” all thread (.405” OD) or end thread rod (.500” OD). Designed for use in metal deck ranging from 22 ga. through 18 ga. in low slope or pitched roof designs (12/12). The SXP 2.0 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). SXP 3.5 for 1/2” RodStructural attachment for installation of branch/end of line restraint using 1/2” all thread (.405” OD) or end thread rod (.500” OD). Designed for use in steel purlin ranging from 16 ga. through 1/8” in low slope or pitched roof designs (12/12).The SXP 3.5 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). Restrained Pipe Size:Up to Schedule 40 pipe 2“ or less Max Length of Restraint Material:See Maximum Rod Length table below Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:1/4”-20 x 1-1/8” with expandable sleeveFinish:Electro-zinc Testing:Tested to GR-63-CORE Standard for performance in structural steel in seismic restraint applications as outlined for use in NFPA 13 (2007), 9.3 at an independent test lab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing:UL 203A File EX 15565 Installation:Must be installed with UXPIT Tool (Part No. 8194910); pre-drilling required. Restrained Pipe Size:Up to Schedule 40 pipe 2“ or less Max Length of Restraint Material:See Maximum Rod Length table below Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:1/4”-20 x 1-1/8” with expandable sleeveFinish:Electro-zinc Testing:Tested to GR-63-CORE Standard for performance in structural steel in seismic restraint applications as outlined for use in NFPA 13 (2007), 9.3 at an independent test lab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing:UL 203 listed as pipe hanger File EX 5098 - SXP 20 (22 ga.) 0-45° from horizontal - 2” Schedule 40 pipe - SXP 35 (16 ga.) 0-90° from horizontal - 3-1/2” Schedule 40 pipe UL 203A File EX 15565 Installation:Must be installed with UXPIT Tool (Part No. 8194910);pre-drilling required.For 1/2” Rod For 3/8” Rod Part Number Model Rod Size Min Thick Max Thick Application Box Qty Case Qty 8294922 SXP 20 3/8”22 ga 18 ga.Metal Deck 25 125 8272957 SXP 2.0 1/2”22 ga 18 ga.Metal Deck 25 125 8295922 SXP 35 3/8”16 ga 1/8”Purlin 25 125 8271957 SXP 3.5 1/2”16 ga 1/8”Purlin 25 125 Selector Guide C or Z-Purlin Metal Deck Installation Tool • UXPIT Universal X-Press It® Tool (Part No. 8194910) www.itwbuildex.com 800-BUILDEX www.itwbuildex.com 800-BUILDEX Restraint Shape and Size Nominal Diameter Area (in.2)Least Radius of Gyration, r (in.)l/r = 100 l/r = 200 l/r = 300 l/r = 400* Rods (all thread) 3/8 in.0.07 0.075 0.6 1.3 1.9 2.5 1/2 in.0.129 0.101 0.8 1.7 2.5 3.4 Rods (threaded at ends only) 3/8 in.0.11 0.094 0.8 1.6 2.4 3.1 1/2 in.0.196 0.125 1.0 2.1 3.1 4.2 Reference: NFPA 13, (2007)* Reference: NFPA 13, (2010) Maximum Rod Length for l/r=100, 200, 300, and 400 SA FITTING44PV SA FITTING44PV Swivels to 45° to ensure proper installation! In-Place Cost Analysis Restraint versus Sway Bracing Rod-Ready Restraint Component Sway Brace Component (Additional Assembly/Attachment Required) Sammys®CompetitorsSXPSH-TEK 50Cost of Materials $8.00*$5.00*$18.00Installation Time 30 Seconds 30 Seconds 30 MinutesInstallation Labor $0.33 $0.33 $20.00Total Installed Cost $8.33 $5.33 $38.00 Material Cost / Foot Rod $0.20 1" Sch. 40 Steel Pipe $1.00 *Suggested contractor price. Swivel Head Teks™ for Seismic Restraint Installation Tool • #14 SH Nut Driver (ORANGE) (Part No. 8273910) SH-TEK 50 for 3/8” RodStructural attachment for installation of branch/end of line restraint using 3/8” threaded rod (.299” OD) or end thread rod (.374” OD). Designed for use in bar joist, I-beam, rectangular, square, and circular hollow structural steel ranging from 1/8” to 1/2” in low slope or pitched roof designs (12/12). The SH-TEK 50 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). The SH-TEK 50 model provides upper structural attachment in a wide range of steel thicknesses, from 1/8” through 1/2”. This fastening system provides a secure and economical attachment to the structure. SH-TEK 5.0 for 1/2” RodStructural attachment for installation of branch/end of line restraint using 1/2” threaded rod (.405 OD) or end thread rod (.500 OD). Designed for use in bar joist, I-beam, rectangular, square, and circular hollow structural steel ranging from 1/8” to 1/2” in low slope or pitched roof designs (12/12). The SH-TEK 5.0 may be used to attach short length of rod to eliminate lateral sway bracing per NFPA 13, 9.3.5.3.8, (2007). The SH-TEK 5.0 model provides upper structural attachment in a wide range of steel thicknesses, from 1/8” through 1/2”. This fastening system provides a secure and economical attachment to the structure. Restrained Pipe Size:Up to Schedule 40 pipe 2“ or less Max Length of Restraint Material:See Maximum Rod Length table below Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:12-24 X 1-3/8” Teks® 5 milled pointFinish:Electro-zinc (cap)Climaseal® (fastener)Testing:Tested to GR-63-CORE Standard for performance in structural steel in seismic restraint applications as outlined for use in NFPA 13 (2007), 9.3 at an independent test lab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing:UL 203 listed as pipe hanger File EX 5098 - Perpendicular to structural member – 4” Schedule 40 pipe - 45° off vertical – 2-1/2” Schedule 40 pipe UL 203A File EX 15565 Installation:Must be installed with #14 SH Nut Driver (ORANGE) (Part No. 8273910) For 1/2” Rod For 3/8” Rod Restrained Pipe Size:Up to Schedule 40 pipe 2“ or less Max Length of Restraint Material:See Maximum Rod Length table below Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:12-24 X 1-3/8” Teks® 5 milled pointFinish:Electro-zinc (cap)Climaseal® (fastener)Testing:Tested to GR-63-CORE Standard for performance in structural steel in seismicrestraint applications as outlined for use in NFPA 13 (2007), 9.3 at an independent test lab. The calculated force used for the testing was equal to that found in a Zone 4 or an 8.4 Richter scale seismic event. Listing:UL 203A File 15565 Installation:Must be installed with #14 SH Nut Driver (ORANGE) (Part No. 8273910) Selector Guide Part Number Model Rod Size Min Thick Max Thick Application Box Qty Case Qty 8268957 SH-TEK 50 3/8”1/8"1/2"Structural Steel* 25 125 8270957 SH-TEK 5.0 1/2”1/8"1/2"Structural Steel* 25 125 * I-Beam, Bar Joist, Hollow Structural Steel Hollow Structural SteelStructural Steel www.itwbuildex.com 800-BUILDEX www.itwbuildex.com 800-BUILDEX Restraint Shape and Size Nominal Diameter Area (in.2)Least Radius of Gyration, r (in.)l/r = 100 l/r = 200 l/r = 300 l/r = 400* Rods (all thread) 3/8 in.0.07 0.075 0.6 1.3 1.9 2.5 1/2 in.0.129 0.101 0.8 1.7 2.5 3.4 Rods (threaded at ends only) 3/8 in.0.11 0.094 0.8 1.6 2.4 3.1 1/2 in.0.196 0.125 1.0 2.1 3.1 4.2 Reference: NFPA 13, (2007) * Reference: NFPA 13, (2010) Maximum Rod Length for l/r=100, 200, 300, and 400 Features • Structural attachment and restraint component combined; ready for selected rod. • No pre-drilling. • Access to the back of fastener not required. • Does not require use of a retaining nut. • Quick and easy installation. • Made in USA. Benefits • Reduced installation cost. • Reduced material coordination. • Less on site material (GO GREEN). • Aesthetically pleasing. SA FITTING44PV SA FITTING44PV In-Place Cost Analysis Restraint versus Sway Bracing Rod-Ready Restraint Component Sway Brace Component (Additional Assembly/Attachment Required) Sammys®CompetitorsSXPSH-TEK 50Cost of Materials $8.00*$5.00*$18.00Installation Time 30 Seconds 30 Seconds 30 MinutesInstallation Labor $0.33 $0.33 $20.00Total Installed Cost $8.33 $5.33 $38.00 Material Cost / Foot Rod $0.20 1" Sch. 40 Steel Pipe $1.00 *Suggested contractor price. Swivels to 45° to ensure proper installation! Maximum Rod Length for l/r (ft)Restraint Shape and Size Nominal Diameter Area (in.2)Least Radius of Gyration, r (in.)l/r = 100 l/r = 200 l/r = 300 l/r = 400* Rods (all thread)3/8 in.0.07 0.075 0.6 1.3 1.9 2.5 1/2 in.0.129 0.101 0.8 1.7 2.5 3.4 Rods (threaded at ends only) 3/8 in.0.11 0.094 0.8 1.6 2.4 3.1 1/2 in.0.196 0.125 1.0 2.1 3.1 4.2 Maximum Horizontal Loads for Restraint with l/r=100, 200, 300, and 400 Reference: NFPA 13, (2007)* Reference: NFPA 13, (2010) 1349 W Bryn Mawr Ave • Itasca, IL 60143800-BUILDEX • www.itwbuildex.com Teks®, Sammys®, Sammy X-Press It®, Sidewinder®, Tapcon®, and Climaseal® are registered trademarks of ITW Buildex and Illinois Tool Works, Inc.© 2009 ITW Buildex and Illinois Tool Works, Inc.Please visit www.itwbuildex.com for warranty informationSSS54 rev. 1209 Swivel Head™ for Seismic Restraint SWG 20 for SWG 25-380 for 3/8” Rod Structural attachment fitting for installation of branch/end of line restraint using 3/8” threaded rod. Designed for use in wood structural member with a minimum thickness of 2” (nominal 1-1/2”). Can be used in composite wood joists; consult manufacturer for recom-mended installation point. These fastening systems provide a secure and economical attachment to the structure. The SWG 20 and SWG 25-380 models provide a one-piece upper structural attachment in a wide range of wood thicknesses. Pre-drilling may be required for model SWG 25-380. Sidewinder® for Steel Sidewinder® for Wood Sidewinder® for Concrete SWDR 1-1/2, SWDR 516, and SWXP 35 for 3/8” Rod Structural attachment for installation of branch/end of line restraint using 3/8” threaded rod. Used primarily in purlin, bar joist, or other steel structural members. These fastening systems provide a secure and economical attachment to the structure. The SWDR 1-1/2 model provides upper structural attachment in a range of steel thicknesses, from 3/16” through 1/2”. A retaining nut is included with each fastener. The SWDR 516 model provides upper structural attachment in a range of steel thicknesses, from 20 ga. through 1/8”. A retaining nut is included with each fastener. The SWXP 35 model provides upper structural attachment in a range of steel thicknesses, from 16 ga. through 1/8”. An expandable sleeve is included with each fastener, eliminating need for retaining nut. SWC 20 for 3/8” Rod Structural attachment for installation of branch/end of line restraint using 3/8” threaded rod. The SWC 20 is designed for use in concrete structures such as poured concrete, T- or L-beams with compressive strength of 3000-5000 psi. This fastening system provides a secure and economical attachment to the structure. Restrained Pipe Size:Up to Schedule 40 pipe 2” or lessMax Length of Restraint Material:See Maximum Horizontal Load Tables below.Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description (SWG 20):1/4”-10 x 2” wood screwScrew Description (SWG 25-380):3/8”-10 x 2-1/2” wood screwFinish:Electro-zinc (cap & fastener)Testing:BX Report # R-1362Listing:UL 203 as a pipe hanger UL 203A pendingInstallation:Must be installed with #14 SW Red Nut Driver(Part No. 8114910) Restrained Pipe Size:Up to Schedule 40 pipe 2” or lessMax Length of Restraint Material:See Maximum Horizontal Load Tables below.Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description (SWDR 1-1/2):12-24 X 1-1/2” Teks® 5Finish (SWDR 1-1/2):Electro-Zinc (cap) Silver Climaseal® (screw)Screw Description (SWDR 516):5/16”-18 X 1-1/4” Teks® 3Finish (SWDR 516):Electro-Zinc (cap) Silver Climaseal® (screw)Screw Description (SWXP 35):1/4”-20 X 1-1/8” with expandable sleeveFinish (SWXP35):Electro-Zinc (cap & screw)Testing:BX Report # R-1362Listing:UL 203 as a pipe hangerUL 203A pendingInstallation:The SWDR 1-1/2 and SWDR 516 must be installed with #14 SW Red Nut Driver (Part No. 8114910). No pre-drilling required. The SWXP 35 must be installed with UXPIT Tool (Part No. 8194910); pre-drilling required. Restrained Pipe Size:Up to Schedule 40 pipe 2” or lessMax Length of Restraint Material:See Maximum Horizontal Load Tables below.Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:5/16”-14 x 1-3/4” Hi-Lo Tacpcon® Finish:Electro-Zinc (cap) and Blue Climaseal® (screw)Testing:BX Report # R-1362Listing:FM Report # 3031269UL 203A pendingInstallation Tools • #14 SW Nut Driver (RED) (Part No. 8114910) Sidewinder ® for Seismic Restraint Part Number Model Rod Size MinThick MaxThick Application Box Qty Case Qty8021957SWG 20 3/8”1-1/2”N/A Wood, Dim. Lumber, TGI/TJI Joist 25 1258022925SWG 25-380 3/8”1-1/2”N/A Wood, Dim. Lumber, TGI/TJI Joist 25 1258269957SH-GST/CST 20 3/8”1-1/2”N/A Wood, Dim. Lumber, TGI/TJI Joist 25 1258270957SH-GST/CST 2.0 1/2”1-1/2”N/A Wood, Dim. Lumber, TGI/TJI Joist 25 1258054957SWDR 1-1/2 3/8”16 ga.1/2”Steel Purlin or Bar Joist 25 1258056957SWDR 516 3/8”16 ga.1/8”Steel Purlin or Bar Joist 25 1258293957SWXP 35 3/8”16 ga.1/8”Steel Purlin or Bar Joist 25 125 8061957 SWC 20 3/8”N/A N/A 3000 psi Poured Concrete or CMU 25 125 Selector Guide for Swivel Head™ and Sidewinder® SH-GST/CST 20 for 3/8” Rod & SH-GST/CST 2.0 for 1/2” RodDesigned for use in wood structural member or concrete structures such as poured concrete. In wood structures the SH-GST/CST 20 or 2.0 can be used in a minimum thickness of 2” (nominal 1-1/2”) or composite wood joists. Consult manufacturer for recommended installation point. In concrete structures the SH-GST/CST 20 or 2.0 can beused in concrete structures such as poured concrete, T- or L-beams with compressive strength of 3000-5000 psi. Swivel Heads for Wood/Concrete Restrained Pipe Size:Up to Schedule 40 pipe 2” or lessMax Length of Restraint Materials:See Maximum Horizontal Load Tables below.Maximum Angle:45° from horizontalMaterial:Carbon SteelScrew Description:5/16” x 1-3/4” Hi-Lo Tapcon® Finish:Electro-zinc (cap) Blue Climaseal® (fastener)Testing:BX Report # R-1362Listing:UL 203A pendingInstallation:Must be installed with #14 SH Orange Nut Driver (Part No. 8273910) • #14 SH Nut Driver (ORANGE) (Part No. 8273910) Swivels to 45° to ensure proper installation!