User manual USP CONNECTORS NATIONAL COMPARISON GUIDE 2006

[. . . ] National Comparison Guide 2006 U www. USPconnectors. com Rancho Cucamonga · Livermore · Montgomery · Houston · Largo · North Wilkesboro · Lumberton · Thornhill, Ontario © Copyright 2006 United Steel Products Company USP1066-061 USP Index A3 Angle Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 AB Anchor Bolts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 AC Angle Clips . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 B Corner Reinforcements. . . . . . . . . . . . . . . . . . . . 5 BL Corner Reinforcements . . . . . . . . . . . . . . . . 5 BP Bearing Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 BPH Beam & Purlin Hangers . . . . . . . . . . . . . . 7 C Post Caps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 CBE Column Bases . . . . . . . . . . . . . . . . . . . . . . . . . . 38 CBSQ Column Bases. . . . . . . . . . . . . . . . . . . . . . . . . . 9 CIA-GEL Adhesive . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 CMST Coiled Strapping . . . . . . . . . . . . . . . . . . . . 11 CMSTC16 Coiled Strapping . . . . . . . . . . . . . . 11 CPB Composite Post Bases. . . . . . . . . . . . . . 11 D Post Anchors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 DC1 Drywall Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 DC50-TZ Deck Clip . . . . . . . . . . . . . . . . . . . . . . . . . . 11 DSC4 Drag Strut Connector. . . . . . . . . . . . . . 12 DTC Truss Anchor (Lateral) . . . . . . . . . . . . . . 21 EBG44 Elevated Post Base . . . . . . . . . . . . . . 14 EPB Elevated Post Bases . . . . . . . . . . . . . . . . 14 EPCM End Post Caps . . . . . . . . . . . . . . . . . . . . . . 14 FA3 Foundation Anchor . . . . . . . . . . . . . . . . . . . . 42 FB Fence Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 FT Concrete Form Ties . . . . . . . . . . . . . . . . . . . . 66 G Bridging . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 GT Girder Truss Hangers . . . . . . . . . . . . . . . . . . 57 HC520 Hurricane/Seismic Anchor . . . . 16 HD/HDIF Face Mount Hangers . . . . . . . . . . . . 28-29, 44-45 HDO/HDOIF Top Mount Hangers 30-31 HDPT Truss Tiedown Straps . . . . . . . . . . . . 19 HDX Truss Holdown Straps . . . . . . . . . . . . . . 19 HGA10 Hurricane Gusset Angle . . . . . . 21 HGAM10 Hurricane Gusset Angle . . . . 21 HH Header Hangers. . . . . . . . . . . . . . . . . . . . . . . . . . 24 HHCP2 Hurricane/Seismic Anchor. . . . 20 HHDO/HHDOIF Top Mount Hangers 30 HJHC26 Hip/Jack Connector . . . . . . . . . . . . 46 HL Light Gauge Purlin Hangers . . . . . . . . 36 HLBH Beam Hangers . . . . . . . . . . . . 18, 22-23 HPA Purlin Anchors . . . . . . . . . . . . . . . . . . . . . . . . . . 25 HPAHD Foundation Straps . . . . . . . . . . . . . . 26 HTA Truss Anchors . . . . . . . . . . . . . . . . . . . . 21, 43 HTHJ26-18 Hip/Jack Connector . . . . . . 41 HTT Tension Ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 HTW Twist Straps. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 HTWM Twist Straps . . . . . . . . . . . . . . . . . . . . . . . . . . 27 HUGT Girder Tiedowns . . . . . . . . . . . . . . . . . . . . 23 HUS/HUSIF Slant Nail Joist Hangers . . In the course of those five-plus decades, we've seen a lot of changes in the way we do business and the way buildings are constructed. But, in all that time our passion and our level of commitment has remained rock solid. [. . . ] HWU7. 12/11. 25 HWU7. 12/11. 88 HWU7. 12/14 HWU7. 12/16 HWU7. 12/18 HWU7. 12/20 DF-L / SP 100% 6000 6000 6000 6000 6000 6000 ICBO ES ER-5117 Design Load LVL Uplift 100% 133% 160% 6000 1020 1135 6000 1020 1135 6000 1020 1135 6000 1020 1135 6000 1020 1135 6000 765 765 No Code Listing PHXU USP Stock No. PHXU71112 PHXU71118 PHXU7114 PHXU7116 PHXU7118 PHXU7120 DF-L / SP 100% 5285 5285 5285 5285 5285 5285 NER-568 Design Load Design Load LVL Uplift 100% 133% 160% 6650 1035 1240 6650 1035 1240 6650 1035 1240 6650 1035 1240 6650 1035 1240 6650 1035 1240 No Code Listing © Copyright 2006 USP Structural Connectors® IS Simpson Stock No. IS16 IS24 ITT NER-469, ICBO ES ER-5655 THO NER-478, ICBO ES ER-3613, DSA PA-076 Design Load Uplift I-Joist LVL Simpson Stock No. 100% 100% 133% 160% ITT29. 25 1050 1450 245 285 ITT29. 5 1050 1450 245 285 ITT211. 25 1050 1450 245 285 ITT211. 88 1050 1450 245 285 ITT214 1050 1450 245 285 ITT9. 5 1050 1450 245 285 ITT11. 88 1050 1450 245 285 ITT14 1050 1450 245 285 ITT16 1050 1450 245 285 ITT2. 06/9. 5 1050 1450 245 285 ITT2. 1/9. 5 1050 1450 245 285 ITT2. 06/11. 88 1050 1450 245 285 ITT2. 1/11. 88 1050 1450 245 285 ITT2. 06/14 1050 1450 245 285 ITT2. 1/14 1050 1450 245 285 ITT2. 06/16 1050 1450 245 285 ITT2. 1/16 * 1050 1450 245 285 ITT49. 25 1050 1450 245 285 ITT49. 37 1050 1450 245 285 ITT49. 5 1050 1450 245 285 ITT411. 25 1050 1450 245 285 ITT411. 88 1050 1450 245 285 ITT412 1050 1450 245 285 ITT413 1050 1450 245 285 ITT414 1050 1450 245 285 ITT416 1050 1450 245 285 *Not listed in NER-469 or ICBO ES ER-5655 Design Load Design Load Uplift I-Joist USP LVL++ Stock No. 100% 100% 133% 160% THO15925 1005 1345 230 230 THO15950 1090 1345 270 270 THO15112 1030 1345 230 230 THO15118 1205 1345 270 270 > THO15140 1030 1030 230 230 THO17950 1260 1345 270 270 THO17118 1305 1345 270 270 THO17140 1760 1760 230 230 THO17160 1760 1760 230 230 THO20950 1030 1345 230 230 THO20950 1030 1345 230 230 THO20118 1030 1345 230 230 THO20118 1030 1345 230 230 THO20140 1760 1760 230 230 THO20140 1760 1760 230 230 THO20160 1760 1760 230 230 THO20160 1760 1760 230 230 THO35925 2050 2050 300 360 THO35938 2050 2050 300 360 THO35950 2050 2050 300 360 THO35112 2050 2050 300 360 THO35118 2050 2050 300 360 THO35120 2050 2050 300 360 > THO35130 2050 2050 300 360 THO35140 2715 2715 265 265 THO35160 2715 2715 265 265 ++ LVL header values are not listed in NER-478 or ICBO ES ER-3613 > Not listed in DSA PA-076 34 1-800-328-5934 · www. USPconnectors. com National Comparison Guide 2006 SIMPSON Strong-Tie Connectors USP Structural Connectors ® ITT Simpson Stock No. ITT359. 5 ITT3511. 88 ITT3514 ITT39. 25 ITT39. 37 ITT39. 5 ITT311. 25 ITT311. 5 ITT311. 88 ITT312 ITT313 ITT314 ITT316 I-Joist 100% 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 1050 NER-469, ICBO ES ER-5655 Design Load Uplift LVL 100% 133% 160% 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 1450 245 285 TFL USP Stock No. TFL2395 TFL23118 TFL2314 TFL25925 TFL25938 TFL2595 TFL25112 TFL25115 TFL25118 TFL2512 TFL2513 TFL2514 TFL2516 I-Joist 100% 1245 1245 1245 1245 1245 1245 1245 1245 1245 1245 1245 1245 1245 ICC-ES ESR-1178 pg. 6 Design Load Design Load Uplift LVL 100% 133% 160% 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 1645 300 360 © Copyright 2006 USP Structural Connectors® IUS ICBO ES ER-5824 THF USP Stock No. THF15925 THF15112 THF17925 THF17112 THF17140 THF17157 THF20925 THF20112 THF20140 THF23118 THF23140 THF23160 THF25925 THF25112 THF25140 THF25160 THF35112 THF35140 THF35157 Floor 100% 1370 1825 1370 1825 2280 2735 1370 1825 2280 1595 2090 2550 1370 1595 2090 2550 1825 2320 2550 NER-478, DSA PA-076 DF-L / SP Design Load DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 1575 1710 280 280 2100 2155 280 280 1575 1710 280 280 2100 2280 280 280 2445 2470 280 280 3145 3310 280 280 1575 1710 280 280 2100 2280 280 280 2470 2470 280 280 1835 1995 300 360 2400 2610 300 360 2935 3035 300 360 1575 1710 175 175 1835 1995 300 360 2400 2610 300 360 2935 3035 300 360 2100 2280 245 245 2670 2900 245 245 2935 3190 245 245 NER-478, DSA PA-076 DF-L / SP DesignSP Design Load (Max Values) DF-L / Load (Max Values) Roof Uplift 115% 125% 133% 160% 1575 1710 280 280 2100 2155 280 280 2135 2155 280 280 1575 1710 280 280 2100 2280 280 280 continued on next page USP1066-061 DF-L / SP Design Load (Max Values) Roof Uplift Floor Simpson 100% 115% 125% 133% 160% Stock No. IUS1. 56/9. 5 935 1075 1170 75 75 IUS1. 56/11. 88 1170 1345 1465 75 75 IUS1. 81/9. 5 935 1075 1170 75 75 IUS1. 81/11. 88 1170 1345 1465 75 75 IUS1. 81/14 1640 1885 1980 75 75 IUS1. 81/16 * 1870 1980 1980 75 75 IUS2. 06/9. 5 * 935 1075 1170 75 75 IUS2. 06/11. 88 * 1170 1345 1465 75 75 IUS2. 06/14 * 1640 1885 1980 75 75 IUS2. 37/11. 88 1170 1345 1465 75 75 IUS2. 37/14 1640 1885 1980 75 75 IUS2. 37/16 1870 1980 1980 75 75 IUS2. 56/9. 5 935 1070 1170 75 75 IUS2. 56/11. 88 1170 1345 1465 75 75 IUS2. 56/14 1640 1885 1980 75 75 IUS2. 56/16 1870 1980 1980 75 75 IUS3. 56/11. 88 1405 1615 1725 75 75 IUS3. 56/14 1640 1725 1725 75 75 IUS3. 56/16 1725 1725 1725 75 75 *Not listed in ICBO ES ER-5824 IUT Simpson Stock No. IUT29 IUT211 IUT214 IUT1. 68/9 IUT1. 68/11 Floor 100% 890 1110 1555 890 1110 NER-469, ICBO ES ER-5655 DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 1020 1110 245 255 1275 1390 245 255 1785 1875 245 255 1020 1110 245 255 1275 1390 245 255 THF Floor USP Stock No. 100% THF15925 1370 THF15112 1825 > THF15140 2100 THF16925 1370 THF16112 1825 > Not listed in DSA PA-076 1-800-328-5934 · www. USPconnectors. com 35 National Comparison Guide 200 2006 SIMPSON Strong-Tie Connectors USP Structural Connectors ® IUT NER-469, ICBO ES ER-5655 THF Floor USP Stock No. 100% THF16140 2255 THF17925 1370 THF17112 1825 THF17140 2280 THF20925 1370 THF20112 1825 THF20140 2280 THF23925 1370 THF23118 1595 THF23140 2090 THF23160 2550 THF25925 1370 THF25112 1595 THF25140 2090 THF25160 2550 THF26925 1370 THF26112 1595 THF35925 1370 THF35112 1825 THF35140 2320 THF35157 2550 Not listed in DSA PA-076 NER-478, DSA PA-076 DF-L / SP DF-L / SP Design Load (Max Values) Design Load (Max Values) Roof Uplift 115% 125% 133% 160% 2290 2310 280 280 1575 1710 280 280 2100 2280 280 280 2445 2470 280 280 1575 1710 280 280 2100 2280 280 280 2470 2470 280 280 1575 1710 175 175 1835 1995 300 360 2400 2610 300 360 2935 3035 300 360 1575 1710 175 175 1835 1995 300 360 2400 2610 300 360 2935 3035 300 360 1575 1710 175 175 1835 1995 300 360 1575 1710 245 245 2100 2280 245 245 2670 2900 245 245 2935 3190 245 245 DF-L / SP Design Load Roof Uplift Floor Simpson Stock No. 100% 115% 125% 133% 160% IUT1. 68/14 1555 1785 1940 245 255 IUT9 890 1020 1110 245 255 IUT11 1110 1275 1390 245 255 IUT14 1555 1785 1940 245 255 IUT2. 06/9 890 1020 1110 245 255 IUT2. 06/11 1110 1275 1390 245 255 IUT2. 06/14 1555 1785 1940 245 255 IUT3510 890 1020 1110 245 255 IUT3512 1110 1275 1390 245 255 IUT3514 1555 1785 1940 245 255 IUT3516 * 1775 1865 2165 245 255 IUT310 890 1020 1110 245 255 IUT312 1110 1275 1390 245 255 IUT314 1555 1785 1940 245 255 IUT316 * 1775 2040 2220 245 255 IUT2. 68/10 890 1020 1110 245 255 IUT2. 68/12 1110 1275 1390 245 255 IUT410 890 1020 1110 245 255 IUT412 1110 1275 1390 245 255 IUT414 1555 1785 1940 245 255 IUT416 * 1775 2040 2165 245 255 *Not listed in NER-469 or ICBO ES ER-5655 © Copyright 2006 USP Structural Connectors® > > > > JB Simpson Stock No. JB26 JB28 JB210 JB212 JB214 Floor 100% 1040 1050 1255 1540 1505 NER-393, ICBO ES ER-5708 DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 1040 1040 -- --- -1050 1050 -- --- -1255 1255 -- --- -1540 1540 -- --- -1505 1505 235 235 HL USP Stock No. HL26 HL28 HL210 HL212 HL214 Floor 100% 1270 1590 1590 1590 1590 ICBO ES ER-2039 DF-L / SP Design Load DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 1270 1270 -- --- -1590 1590 -- --- -1590 1590 -- --- -1590 1590 -- --- -1590 1590 300 360 NER-568 Direction of Load F1 F2 F3 F1 F2 F3 F1 F2 F3 F1 F2 F3 100% 230 230 215 350 350 325 465 465 430 580 580 540 DF-L / SP Design Load 115% 125% 133% 265 285 285 265 290 310 250 270 285 400 435 465 400 435 465 375 405 430 535 580 615 535 580 615 495 540 575 665 725 770 665 725 770 620 675 720 160% 285 320 320 555 555 520 740 740 690 930 920 865 L Simpson Stock No. L30 NER-413, ICBO ES ER-5275, ICBO ES ER-5672 Direction of Load F1 F2 F3 F1 F2 F3 F1 F2 F3 F1 F2 F3 100% 220 220 -- -335 335 -- -445 445 -- -555 555 -- -DF-L / SP Design Load 115% 125% 133% 240 240 240 240 240 240 -- --- --- -385 420 445 385 420 445 -- --- --- -510 555 565 510 555 565 -- --- --- -640 695 740 640 695 740 -- --- --- -160% 240 240 -- -445 445 -- -565 565 -- -740 740 -- -- AC USP Stock No. AC3 L50 AC5 L70 AC7 L90 AC9 36 1-800-328-5934 · www. USPconnectors. com National Comparison Guide 2006 SIMPSON Strong-Tie Connectors USP Structural Connectors L LH USP Stock No. L6 L8 L12 LH12 LH16 No Code Listing No Code Listing ® L HL Simpson Stock No. 66L 88L 1212L 1212HL 1616HL No Code Listing No Code Listing © Copyright 2006 USP Structural Connectors® LB Simpson Stock No. LB26 LB28 LB210 LB212 LB214 LB216 Floor 100% 1380 1270 1550 1580 1425 1425 NER-393, ICBO ES ER-5708 DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 240 290 1380 1380 1270 1270 240 290 1550 1550 240 290 1580 1580 240 290 1425 1425 240 290 1425 1425 240 290 No Code Listing Plate Thickness 9/64 9/64 Bolt Diameter (Inches) 1/2 5/8 KLB USP Stock No. KLB26 KLB28 KLB210 KLB212 KLB214 KLB216 Floor 100% 1235 1235 1365 1365 1365 1365 ICBO ES ER-2725 DF-L / SP Design Load DF-L / SP Design Load Roof Uplift 115% 125% 133% 160% 1280 1305 305 365 1280 1305 305 365 1365 1365 305 365 1365 1365 305 365 1365 1365 305 365 1365 1365 305 365 No Code Listing Plate Thickness 9/64 9/64 Bolt Diameter (Inches) 1/2 5/8 LBP Simpson Stock No. [. . . ] WPI320-2 WPI322-2 WPI324-2 WPI326-2 WP5. 50/9. 5 WP5. 50/11. 88 WP5. 50/14 WP5. 50/16 WP5. 50/18 WPI49. 25-2 WPI49. 5-2 WPI410-2 WPI411. 25-2 WPI411. 5-2 WPI411. 88-2 WPI412-2 WPI414-2 WPI416-2 WPI418-2 ICBO ES ER-5117 Design Load DF-L / SYP 100% 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 3255 NER-530, DSA PA-076 LVL 100% 3745 3745 3745 3745 3745 3745 3745 3745 3745 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** 3745 ** © Copyright 2006 USP Structural Connectors® > > > > > > > > > > Design Load ++ DF-L / SYP 100% 3255 3255 3255 3255 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 3390 ++ DF-L/SYP header values are not listed in NER-530 **LVL header values are not listed in NER-530 Not listed in DSA PA-076 USP Stock No. PHM2520-2 PHM2522-2 PHM2524-2 PHM2526-2 PHM5595 PHM55118 PHM5514 PHM5516 PHM5518 PHM35925-2 PHM3595-2 PHM3510-2 PHM35112-2 PHM35115-2 PHM35118-2 PHM3512-2 PHM3514-2 PHM3516-2 PHM3518-2 WPU Simpson Stock No. WPU1. 81/11. 25 WPU1. 81/11. 88 WPU1. 81/14 WPU2. 75/9. 25 WPU2. 75/11. 25 WPU2. 75/11. 88 WPU2. 75/14 WPU2. 75/16 WPU3. 56/11. 88 WPU3. 56/14 WPU3. 56/16 WPU3. 56/18 WPU3. 56/20 DF-L / SP 100% 4165 4165 4165 4165 4165 4165 4165 4165 4165 4165 4165 4165 4165 ICBO ES ER-5117 Design Load LVL Uplift 100% 133% 160% 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 775 775 4700 485 485 PHXU USP Stock No. PHXU17112 PHXU17118 PHXU1714 PHXU27925 PHXU27112 PHXU27118 PHXU2714 PHXU2716 PHXU35118 PHXU3514 PHXU3516 PHXU3518 PHXU3520 DF-L / SP 100% 4425 4425 4425 5285 5285 5285 5285 5285 5285 5285 5285 5285 5285 NER-568 Design Load Design Load LVL Uplift 100% 133% 160% 4425 970 970 4425 970 970 4425 970 970 6020 970 970 6020 970 970 6020 970 970 6020 970 970 6020 970 970 6650 1035 1240 6650 1035 1240 6650 1035 1240 6650 1035 1240 6650 1035 1240 1-800-328-5934 · www. USPconnectors. com USP1066-061 65 National Comparison Guide 200 2006 SIMPSON Strong-Tie Connectors WT Simpson Stock No. [. . . ]