User manual USP CONNECTORS USP SIP CONNECTION MANUAL

[. . . ] USP SIP Connection Manual U www. USPconnectors. com Structural Insulated Panels (SIP) Lumberton · Largo · North Wilkesboro · Montgomery · Houston · Rancho Cucamonga · Livermore · Long Beach · Thornhill, Ontario © Copyright 2005 United Steel Products Company USP903-051 2 Company Information Company History USP Structural Connectors® (United Steel Products Company) has been designing, manufacturing, and marketing construction hardware for over 50 years. The company's experience in marketing, engineering, and service has allowed USP to be a leader in developing new connectors for a changing construction industry. USP Operations Include · Nine strategically placed manufacturing and warehousing locations. · In-house quality control and testing with independent, third-party plant inspection, and test witnessing. · On staff licensed professional engineers. [. . . ] The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. See the Strength Design of Anchorage in Concrete by R. A. 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. Otherwise, the minimum end distance is lE for the full table load. 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. on center. (8) 10d x 1-1/2 (8) 8d x 1-1/2 Min. 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. 2) The designer must specify anchor bolt type, length, and embedment. 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. [. . . ] 2) Allowable loads have been increased 33-1/3% for wind or seismic loads; no further increase shall be permitted. 3) The designer must specify stud or post to resist published load values. 4) The designer must specify anchor bolt type, length, and embedment. 5) All models may be installed with greater than the required anchor end distance with no chart load reduction. [. . . ]