User manual USP CONNECTORS USP ANCHOR TO CONNECTOR GUIDE 2005

[. . . ] USP Anchor to Connector Guide 2005 Cross Reference Guide for use with the USP Structural Connectors Full Line Catalog and the USP Anchoring Systems Technical Guide USP supplies quality products to build Stronger Safer Structures Rancho Cucamonga · Livermore · Montgomery · Houston · Largo · North Wilkesboro · Lumberton · Long Beach · Thornhill, Ontario 2 Index BP12/HBPS12/LBP12 . . 45 Listings/Approvals: ICC (ICBO)-ES ESR-1702, LA City RR 25113 & RR 25029, Caltrans + most other state DOT's Meets ASTM C-881 & AASHTO M-235 ISO 9001:2000 Registered USP Structural Connectors® in Montgomery, Livermore, Largo, and North Wilkesboro achieved registration of its quality system in accordance with the requirements of ISO 9001:2000 WARRANTY United Steel Products Company warrants its products to be free from defects in material and workmanship. Said products are further warranted as to adequacy of design, provided products are used in strict accordance with United Steel Product Company's current published design limits and are installed in a workmanlike manner. (Said warranties do not apply in the event products are cut, notched, welded, drilled or in any way altered). [. . . ] Refer to USP's Full Line catalog for all requirements and information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short-term loading. Allowable capacities for most products may be increased in accordance with Section 1612. 3. 3 of the UBC of Section 1605. 3. 2 of the 2000 IBC for wind and seismic loading. Please refer to the latest technical information and ICC/ICBO ES Reports for load increases allowed for each product. Installation 1 Installation 3 CIA-GEL 7000 CIA-EA DUC 34-500 C2 W C1 Installation 2 C2 C1 Installation 4 C2 C2 C1 C1 www. USPconnectors. com e-mail: info@USPconnectors. com © Copyright 2005 United Steel Products Company USP1017-051 24 Holdowns ­ PHD8 series Concrete Anchor Diameter: 7/8 100% Uplift: 6220 lbs. Connector Fasteners: (24) WS3 Wood Screws Normal Weight Concrete Refer to the current USP Full Line Catalog and Anchoring Systems Catalog for complete information. Installation 1 ­ Minimum End (c2) and Minimum Edge (c1) Dist. for Stemwalls (12) Edge End Anchor Product Embedment Distance Distance Capacity (lbs) CIA-GEL 7000 7-7/8 1-3/4 6 6320 CIA-EA 11 1-3/4 5-1/2 5087 DUC N/A N/A N/A N/A N/A Installation 2 ­ Minimum End (c2) and Minimum Edge (c1) Dist. for Slabs Edge End Anchor Product Embedment Distance Distance Capacity (lbs) CIA-GEL 7000 7-7/8 1-3/4 6 6320 CIA-EA 11 1-3/4 5-1/2 5087 DUC N/A N/A N/A N/A N/A Installation 3 ­ Minimum Edge (c1) Distance only in Slabs Edge End Product Embedment Distance Distance CIA-GEL 7000 7-7/8 1-3/4 7-7/8 CIA-EA 11 1-3/4 11 DUC N/A N/A N/A N/A Installation 4 ­ No Minimum Edge or End Distance in Slabs Product Embedment 6-3/4 6-3/4 5 Edge Distance 5 6-3/4 5 End Distance 5 6-3/4 5 Anchor Capacity (lbs) 6850 5985 N/A Anchor Capacity (lbs) 6685 7115 8350 Capacities for connectors are taked from the current USP Full Line Catalog. Refer to USP's Full Line catalog for all requirements and information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short-term loading. Allowable capacities for most products may be increased in accordance with Section 1612. 3. 3 of the UBC of Section 1605. 3. 2 of the 2000 IBC for wind and seismic loading. Please refer to the latest technical information and ICC/ICBO ES Reports for load increases allowed for each product. Installation 1 Installation 3 CIA-GEL 7000 CIA-EA DUC 34-500 C2 W C1 Installation 2 C2 C1 Installation 4 C2 C2 C1 C1 Customer Service / Technical Assistance Livermore, CA Office Montgomery, MN Corporate Office 1-800-227-0470 1-800-328-5934 Holdowns ­ PHDN16 series Concrete Anchor Diameter: 7/8 100% Uplift: 5060 lbs. Connector Fasteners: (36) 10d Normal Weight Concrete Refer to the current USP Full Line Catalog and Anchoring Systems Catalog for complete information. 25 Installation 1 ­ Minimum End (c2) and Minimum Edge (c1) Dist. for Stemwalls (10) Edge End Anchor Product Embedment Distance Distance Capacity (lbs) CIA-GEL 7000 7-7/8 1-3/4 5 6100 CIA-EA 7-3/4 1-3/4 5-1/8 5066 DUC N/A N/A N/A N/A N/A Installation 2 ­ Minimum End (c2) and Minimum Edge (c1) Dist. for Slabs Edge End Anchor Product Embedment Distance Distance Capacity (lbs) CIA-GEL 7000 7-7/8 1-3/4 5 6100 CIA-EA 7-3/4 1-3/4 5-1/8 5066 DUC N/A N/A N/A N/A N/A Installation 3 ­ Minimum Edge (c1) Distance only in Slabs Edge End Product Embedment Distance Distance CIA-GEL 7000 7-7/8 1-3/4 7-7/8 CIA-EA 7-3/4 1-3/4 7 3/4 DUC N/A N/A N/A N/A Installation 4 ­ No Minimum Edge or End Distance in Slabs Product Embedment 5-5/8 5-3/4 5 Edge Distance 4-1/4 5-3/4 5 End Distance 4-1/4 5-3/4 5 Anchor Capacity (lbs) 6850 5640 N/A Anchor Capacity (lbs) 5400 5845 8350 Capacities for connectors are taked from the current USP Full Line Catalog. Refer to USP's Full Line catalog for all requirements and information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short-term loading. Allowable capacities for most products may be increased in accordance with Section 1612. 3. 3 of the UBC of Section 1605. 3. 2 of the 2000 IBC for wind and seismic loading. Please refer to the latest technical information and ICC/ICBO ES Reports for load increases allowed for each product. Installation 1 Installation 3 CIA-GEL 7000 CIA-EA DUC 34-500 C2 W C1 Installation 2 C2 C1 Installation 4 C2 C2 C1 C1 www. USPconnectors. com e-mail: info@USPconnectors. com © Copyright 2005 United Steel Products Company USP1017-051 26 Foundation Anchors ­ SFA6 & SFA8 series Concrete Anchor Diameter: (2) 1/2 100% Shear: 875 lbs. Connector Fasteners: (7) 10d x 1-1/2 Normal weight concrete Refer to the current USP Full Line Catalog and Anchoring Systems Catalog for complete information. Installation 1 ­ Minimum End Dist. for Foundations Edge End Anchor Product Embedment Distance Distance Capacity (lbs) CIA-GEL 7000 3-3/8 2-1/2 2-1/2 1565 CIA-EA 3-3/8 2-1/2 2-1/2 1580 DUC 12-400 4 3 3 2820 Installation 2 ­ Minimum End (c2) Distance only in Foundations Edge End Product Embedment Distance Distance CIA-GEL 7000 3-3/8 2-1/2 2-1/2 CIA-EA 3-3/8 2-1/2 2-1/2 DUC 12-400 4 3 3 Anchor Capacity (lbs) 1565 1580 2820 Anchor Capacity (lbs) 2145 2170 5020 Installation 3 ­ No Minimum Edge or End Distance in Foundations CIA-GEL 7000 CIA-EA DUC 12-400 Product Embedment 3-3/8 3-3/8 4 Edge Distance 5 3-3/8 4 End Distance 2-1/2 5 4 Capacities for connectors are taked from the current USP Full Line Catalog. Refer to USP's Full Line catalog for all requirements and information including code report numbers, proper installation, post thickness, deflections, etc. 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short-term loading. [. . . ] 100% Uplift load capacity for the connector and the anchors listed above have not been increased for short-term loading. Allowable capacities for most products may be increased in accordance with Section 1612. 3. 3 of the UBC of Section 1605. 3. 2 of the 2000 IBC for wind and seismic loading. Please refer to the latest technical information and ICC/ICBO ES Reports for load increases allowed for each product. Installation 1 Installation 3 CIA-GEL 7000 CIA-EA DUC 34-900 Anchor Capacity (lbs) 12330 11050 14170 C2 W C1 Installation 2 C2 C1 Installation 4 C2 C2 C1 C1 Customer Service / Technical Assistance Livermore, CA Office Montgomery, MN Corporate Office 1-800-227-0470 1-800-328-5934 Holdowns ­ UPHD8 series Concrete Anchor Diameter: 7/8 100% Uplift: 7425 lbs. Connector Fasteners: (24) WS3 Wood screws Normal Weight Concrete Refer to the current USP Full Line Catalog and Anchoring Systems Catalog for complete information. 45 Installation 1 ­ Minimum End (c2) and Minimum Edge (c1) Dist. [. . . ]