User manual USP CONNECTORS USP SIP CONNECTION MANUAL

[. . . ] No warranty applies if deterioration occurs due to environmental conditions. United Steel Products Company's obligations under this warranty shall be limited to the replacement or repair of those products demonstrated to be defective. Such remedy shall constitute Customer's sole and exclusive remedy and Customer hereby agrees that no other remedy (including, but not limited to claims for INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, OR ANY CAUSE, LOSS, ACTION, CLAIM OR DAMAGE, INCLUDING LOSS OF TIME, WHATSOEVER, OR INJURY TO PERSON OR PROPERTY OR ANY OTHER CONSEQUENTIAL DAMAGE OR INCIDENTAL OR ECONOMIC LOSS) shall be available to Customer whether said claims be asserted on the basis of warranty, negligence, strict liability or otherwise. THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ALL SUCH OTHER WARRANTIES BEING HEREBY EXPRESSLY EXCLUDED. Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 General Information Please Note · USP Structural Connectors® reserves the right to change specifications, designs, and models without notice and liability for such changes. [. . . ] Light Gauge or 3 Gauge loads given assume use with metal side plates, Fes = 45 ksi. 4) Loads are for 100% duration of load factors, and may be increased for other duration factors in accordance with the NDS. SDS1/4x3 Ref. No. Description 1/4 x 3 3 L 3/4 2-1/4 SH T Additional Anchor Designs Anchor types shown are made by others and used with USP holdowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. Cook, published by the Portland Cement Association and the 1997 Uniform Building Code. Dimensions Anchor Type2 A A B Bolt Dia. 1-1/4 1 Min lE 1, 3 36 36 8 Min End Distance 5 5 8 Min Concrete Strength (psi) 2500 2500 3000 Allowable Tension Loads (Lbs)4, 5 133% 9135 9135 Anchor Type A L- bolt: Bend without cracking the outside of the bend portion. Place #4 rebar 3 to 5 from the top center of the foundation. dE lE 4d 2-3/4 2-3/4 8 dE Anchor Type B Hex-head bolt: Design loads for Anchor Type B are calculated using a full shear cone. Multiple reductions must be taken for corner and edge distance conditions. 8 1) Anchor embedment length is based on a single-pour concrete foundation. Double pour foundations systems, masonry walls and masonry footings must be evaluated by the designer. 2) Anchor bolt B must be ASTM A 307; anchor bolt A must be A36 steel or better. 3) Spacing between anchors is 2lE minimum for anchors in tension at the same time. 4) "A" bolt minimum end distance is for corner with 12 return only. 5) Load values are for concrete without cracking. 1, 1-1/4 13635 lE dE 2 lE Min. www. USPconnectors. com e-mail: info@USPconnectors. com © Copyright 2005 United Steel Products Company USP903-051 8 Foundation Anchors Foundation Anchors ­ FA3 SIP Foundation Anchors ­ ST2-TZ MP4F FA3 Load Direction Conventions FA3 installation 1 7/16 Per pen dic ula r F2 Uplift l era Lat ST2-TZ installation F1 Ou t 4 5/8 F1 5 3/4 F2 Download FA3 ST2-TZ & FA3 Capacity USP Stock No. FA3 ST2-TZ Fasteners Total 1 1) Allowable loads have been increased 33-1/3% for wind or seismic loads; no further increase shall be permitted. 3) Anchor spacing and design loads assume S-P-F wood with Fc perpendicular @ 425 psi; replacing code prescribed 1/2 anchor bolt spaced 6 ft. Spacing (E) (Feet) 16-1/2 4 5-1/2 5-1/2 S-P-F Allowable Loads (Lbs. )1, 2 F1 F2 Uplift 785 600 565 435 650 375 ST2-TZ Double pour installation Spread sill flanges to sill width prior to insertion into wet concrete MP4F Capacity USP Stock No. MP4F Fasteners Total (12) 8d x 1-1/2 Direction of Load V H S-P-F Allowable Loads (Lbs. )1, 2 133% 595 595 18 PLATE LINE 3 E PLATE LIN 1) Allowable loads have been increased 33-1/3% or 60% for wind or seismic loads; no further increase shall be permitted. 2) Loads are for S-P-F (G=0. 42). 4 1/4 MP4F ST2-TZ FA3 & MP4F are available in Triple Zinc G-185 for extra corrosion protection. See page 3 for additional information or USP's Full Line Catalog. Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 Holdowns & Anchor Bolts Holdowns ­ PHD & TDX series PHD Capacity Dimensions Fasteners Total Anchor Bolts2 (1) 5/8 (1) 5/8 (1) 7/8 (1) 7/8 (1) 7/8 Wood Screws S-P-F Allowable Loads (Lbs. )1, 3, 5, 7 Nails -- --- --- -(36) 10d -- -Uplift 133% 3670 5135 6605 8295 6275 9 Double lap back increases overall stiffness and fastener shear values Slotted seat design allows adjustment for mislocated anchor bolt W PHD5 PHD6 PHD8 PHD2 USP Stock No. 3-1/4 3-1/4 3-1/4 3-1/4 3-1/4 W 13-1/16 16-1/2 16-1/2 10-7/8 7-1/2 H D 3 3 3 3 3 1-3/8 1-3/8 1-3/8 1-3/8 1-3/8 CL (10) WS3 (14) WS3 (18) WS3 (24) WS3 -- -- H 1) Allowable loads have been increased 33-1/3% for wind and seismic loads; no further increase shall be permitted. 3) The designer shall consider the effect of compression, bearing, tension, . and combined bending due to device eccentricity when applicable 4) The PHD/PHDN may be elevated off the sill. 6) Loads are for S-P-F (G=0. 42). PHDN16 1 5/8 CL D PHD PHD, STB, & TDX installation TDX Capacity Dimensions USP Stock No. [. . . ] 3) Minimum nail embedment shall be 1-15/16 for 16d nails and 1-3/4 for 10d nails. 5) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. 7) Products listed without an additional shaded row are not governed by steel stress. Values represent loads which do not include a stress increase on the steel calculations. [. . . ]