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Ties trusses and rafters to top plates. Can use to tie wood framing members to resist uplift and lateral forces. Seismic, tested for lateral movement. Triple Zinc anchors (310.1573) requires 8d HDG nails and Gold Coat anchors (947.3265) requires N8-GC nails. Meets ICC-ES ESR-1465 and FL817codes. For additional information including allowable loads and number of fasteners, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Ties trusses and rafters to top plates either left or right handed. Can use to tie wood framing members to resist uplift and lateral forces. Seismic, tested for lateral movement. G90 galvanizing finish. Requires 8d nails for installation in plate and rafter/truss. Meets ICC-ES ESR-1465 and FL817 codes. 18 Gauge.
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Ties trusses and rafters to top plates. Can use to tie wood framing members to resist uplift and lateral forces. Seismic, tested for lateral movement. Triple Zinc anchors (310.1573) requires 8d HDG nails and Gold Coat anchors (947.3265) requires N8-GC nails. Meets ICC-ES ESR-1465 and FL817codes. For additional information including allowable loads and number of fasteners, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Used to strengthen framing in various applications or to support joists where stirrup style hangers cannot be installed. Requires 10d x 1-1/2 nails for installation. Meets ICBO, SBCCI, BOCA - NER 505; L.A. City RR25303, DSA PA-076; and Dade County, FL 98-0421.06 codes. For additional information including allowable loads and number of fasteners, Please See USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages. 16 Gauge.
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Use for joist to header, rafter to plate, stud to plate or 1" foamboard installations. Achieves continuous load path in high wind and seismic resistant construction. Enables quick field adjustments for 2 and 3-way connections. Tabs enable two and three-way connections. Bend tabs only once. G90 galvanizing finish. Requires 8d x 1-1/2 nails. Meets SBCCI, BOCA - NER 505, ICBO 5736, DSA PA-076, Dade County, FL 01-417.11 and L.A. City RR25303 codes. For additional information including allowable loads and number of fasteners, Please See USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Use for joist to header, rafter to plate, stud to plate or 1" foamboard installations. Achieves continuous load path in high wind and seismic resistant construction. Enables quick field adjustments for 2 and 3-way connections. Tabs enable two and three-way connections. Bend tabs only once. G90 galvanizing finish. Requires 8d x 1-1/2 nails. Meets SBCCI, BOCA - NER 505, ICBO 5736, DSA PA-076, Dade County, FL 01-417.11 and L.A. City RR25303 codes. For additional information including allowable loads and number of fasteners, Please See USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Ties trusses and rafters to top plates. Can use to tie wood framing members to resist uplift and lateral forces. Seismic, tested for lateral movement. G90 galvanizing finish. Requires 8d HDGnails for installation in plate and rafter/truss and Gold Coat anchor requires N8-GC nails. 1-9/16"W x 2-5/8"H opening. Meets ICC-ES ESR-1465, FL817 and Dade County, FL 07-0306.10 codes. For additional information including allowable loads and number of fasteners, please see USP Lumber Contractors charts in the Orgill paper catalog R7 for reference pages. 18 GAUGE - 5-1/4"H.
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For securing mudsills and framing into concrete slabs or poured stemwalls. Not Recommended for block installation or securing concrete sections together between cold joints. Features prebent base flange for proper anchoring into concrete. Use a minimum of 2 anchors per mudsill within 12" of the end of each section. Meets NER 530 codes. For additional information including allowable loads and fasteners, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Eliminates toenailing and increases strength. Requires 10d x 1-1/2" nails for installation. 1-7/16"W1 X 1-7/16"W2 X 2-3/4"L - 18 GAUGE. Meets ICC-ES ESR-2104, FL820 and L.A. City RR25745 codes.
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Used to tie trusses and rafters to top plates, and may be used to tie wood framing members to resist uplift and lateral forces. G90 galvanizing finish. 1-9/16"W opening. Meets ICC-ES ESR-1881, FL821 and L.A. City RR25779 codes. 18 Gauge - 5-1/4"W.
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Anchor tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Typical Truss/rafter to double plate installation. Requires Meet ICC-ES ESR-1465 and FL817 codes.
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For general-purpose reinforcements of many framing connections. G185 galvanized finish. Can be used in both new construction and retrofit applications. Staggered nail patterns reduce wood splitting and allows installation on both sides of the supported member. Triple Zinc clips require 10d HDG or 16d HDG nails. Gold Coat clips require N 10C-GC or N 16C-GC nails. Meets ICC-ES ESR-2104, FL820 and L.A. City RR25745 codes. For additional information including allowable loads and number of fasteners, please see USP Structural Connectors charts in the Orgill paper catalog R7 Reference Pages.
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For general-purpose reinforcements of many framing connections. G185 galvanized finish. Can be used in both new construction and retrofit applications. Staggered nail patterns reduce wood splitting and allows installation on both sides of the supported member. Triple Zinc clips require 10d HDG or 16d HDG nails. Gold Coat clips require N 10C-GC or N 16C-GC nails. Meets ICC-ES ESR-2104, FL820 and L.A. City RR25745 codes. For additional information including allowable loads and number of fasteners, please see USP Structural Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Secures posts to concrete in light-duty and medium-duty applications such as patio covers, carports or decks. Formed, one-piece design includes embossing for additional lateral strength. Not Recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. Not designed to resist overturning (moment) loads. Requires (2) 1/2" HDG bolts or (12) HDG nails for fastening to post. Meets SBCCI, BOCA - NER 530 & NER 608, ICBO 5700, ICBO 2039, ICBO 5531, FL821, FL822, L.A. City RR 25337, and DSA PA-076 codes. For additional information including allowable loads and fasteners, Please See USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Provides a 90? connection for medium/heavy duty applications; stronger than angled nailing or screw fastening; help ensure joints are consistently straight and strong; "ZMAX" galvanization offers extra corrosion resistance for exterior and treated-wood applications; install with 1/4" x 1-1/2" "Strong-Drive" screws.
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Provides a 90? connection for medium/heavy duty applications; stronger than angled nailing or screw fastening; help ensure joints are consistently straight and strong; "ZMAX" galvanization offers extra corrosion resistance for exterior and treated-wood applications; install with 1/4" x 1-1/2" "Strong-Drive" screws.
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Use for joist/header installations. Does not have tabs. G90 galvanizing finish. Requires 8d x 1-1/2 nails. Meets SBCCI, BOCA - NER 505; ICBO 5736; DSA PA-076; Dade County, FL 01-0417.11; and L.A. City RR25303 codes. 18 Gauge.
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Designed for heavy-duty reinforcement of 90 degree framing intersections. USP primer finish. Requires (2) 5/8" bolts for installation. Meets ICBO 2725, L.A. City RR 25104. 7 Gauge.
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Concealed stair stringer hanger provides a method of connecting a stringer with a hidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer. Triple Zinc finish. Requires (8) 10d x 1-1/2 HDG nails for header and (5) 10d x 1-1/2 HDG nails for joist. 18 Gauge. Pending IAPMO-ES evaluation.
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An angle connects two 2x wood members at 90? angles; G185 galvanizing finish; requires (8) USP LumberLok LL915 (#9 x 1-3/8" long) wood screws not included.
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Anchor tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Typical Truss/rafter to double plate installation. Requires Meet ICC-ES ESR-1465 and FL817 codes.
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For securing mudsills and framing into concrete slabs, poured stemwalls, or concrete block. Do Not rely-on for securing concrete sections together between cold joints. Features prebent base flange for proper anchoring into concrete. Use a minimum of 2 anchors per mudsill within 12" of the end of each section. Meets NER 530 codes. For additional information including allowable loads and fasteners, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Simplifies stair construction and eliminate the need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view. Use the SCA9 for single 2x10 stair treads and SCA10 for double 2 x 6 stair treads. Requires 1/4" x 1-1/2" lag bolts. Meets ICC-ES ESR-1280, FL11664 and L.A. City RR25749 codes. For additional information on installation, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Used to tie wood framing members to resist uplift and lateral forces. G90 galvanizing finishing. Requires 8d nails for installation. Meets ICC-ES ESR-1465, FL817 and Dade County, FL 07-0306.10 codes. 18 Gauge.
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Simplifies stair construction and eliminate the need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view. Use the SCA9 for single 2x10 stair treads and SCA10 for double 2 x 6 stair treads. Requires 1/4" x 1-1/2" lag bolts. Meets ICC-ES ESR-1280, FL11664 and L.A. City RR25749 codes. For additional information on installation, please see USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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Use for joist to header, rafter to plate, stud to plate or 1" foamboard installations. Achieves continuous load path in high wind and seismic resistant construction. Enables quick field adjustments for 2 and 3-way connections. Tabs enable two and three-way connections. Bend tabs only once. G90 galvanizing finish. Requires 8d x 1-1/2 nails. Meets SBCCI, BOCA - NER 505, ICBO 5736, DSA PA-076, Dade County, FL 01-417.11 and L.A. City RR25303 codes. For additional information including allowable loads and number of fasteners, Please See USP Lumber Connectors charts in the Orgill paper catalog R7 Reference Pages.
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For general-purpose reinforcements of many framing connections. G185 galvanized finish. Can be used in both new construction and retrofit applications. Staggered nail patterns reduce wood splitting and allows installation on both sides of the supported member. Triple Zinc clips require 10d HDG or 16d HDG nails. Gold Coat clips require N 10C-GC or N 16C-GC nails. Meets ICC-ES ESR-2104, FL820 and L.A. City RR25745 codes. For additional information including allowable loads and number of fasteners, please see USP Structural Connectors charts in the Orgill paper catalog R7 Reference Pages.
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May be field adjusted by hand from 0 to 135 degrees, giving framers and do-it-yourselfers flexibility in applications. Bend angle only once. G90 galvanized finish. MP5 requires (4) 10d nails for header and (4) 10d nails for joist. MP9 requires (6) 10d nails for header and (6) 10d nails for joist. MP7-GC requires (5) N 10C-GC nails for header and (5) N 10C-GC nails for joist. Meets SBCCI, BOCA - NER 530, ICBO 5700, FL822, L.A. City RR 25337, DSA PA-06 codes.
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