Caps & Bases The industry standard column caps. Precision factory gang-punched holes speed installation on this product line. MATERIAL: CC3 1⁄4, CC44, CC4.62, CC6, ECC3 1⁄4, ECC4, ECC4.62, ECC6—7 gauge; all others—3 gauge FINISH: Simpson Strong-Tie® gray paint; may be ordered HDG; CCO, ECCO—uncoated INSTALLATION: • Use all specified fasteners. See General Notes. • Bolt holes shall be a minimum of 1⁄32" to a maximum of 1⁄16" larger than the bolt diameter (per 12.4.1.2 CSA O86-14). • Contact engineered wood manufacturer for connections that are not through the wide face. OPTIONS: • Straps may be rotated 90° where W1 ≥ W2 (see illustration). • For special, custom, or rough cut lumber sizes, provide dimensions. An optional W2 dimension may be specified with any column size given (note that the W2 dimension on straps rotated 90° is limited by the W1 dimension). • CCO//≥ECCO—Column cap only (no straps) may be ordered for field-welding to pipe or other columns. No resistances apply. CCO/ECCO dimensions are the same as CC/ECC. • CCOB—Any two CCO’s may be specified for back-to-back welding to create a cross beam connector. Use the tabulated resistances; the resistance is no greater than that of the lesser element employed. • ECCU—Order when uplift resistance is required for end column cap applications. • See page 73 for CCC, CCT and ECCL options. 11⁄4" 11⁄4" 11⁄4" 23⁄4" f 5 ⁄8" B or olts 3" f 3 or ⁄4" Bo lts 4" CC 3" 1 " 1 ⁄2 2⁄ " 12 11⁄4" Hole cen s betwtered stra een ps 1 E = 13 ⁄4" s olt " Bs ⁄ t l for Bo 3 4" 3 " 2 ⁄for ⁄4 3" 4" Unless otherwise specified 58 3" ECCU " 1⁄ 12 2⁄ " 12 Optional CC with straps rotated 90° Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. Caps & Bases CC/ECC/ECCU Column Caps Optional ECC with straps rotated 90° (ECCU44 has only 2 bolts to beam) L CCO 1¹⁄₄" H1 ECC44 ECCO 2¹⁄₂" 70 W2 CCOB Caps & Bases CC/ECC/ECCU Column Caps These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. Dimensions (in) Beam W1 W2 L H1 Qty. Post Dia. (in) CC3 1⁄4 -4 3 1⁄4 3 5⁄8 11 6 1⁄2 4 5 CC3 1⁄4 -6 3 1⁄4 5 1⁄2 11 6 1⁄2 4 5 CC44 3 5⁄8 3 5⁄8 7 4 2 5 CC46 3 5⁄8 5 1⁄2 11 6 1⁄2 4 5 Qty. Dia. (in) ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 CC48 3 5⁄8 7 1⁄2 11 6 1⁄2 4 5 CC4.62-3.62 4 5⁄8 3 5⁄8 11 6 1⁄2 4 5 CC4.62-4.62 4 5⁄8 4 5⁄8 11 6 1⁄2 4 5 CC4.62-5.5 4 5⁄8 5 1⁄2 11 6 1⁄2 4 5 CC5 1⁄4 -4 5 1⁄4 3 5⁄8 13 8 4 3 CC5 1⁄4 -6 5 1⁄4 5 1⁄2 13 8 4 3 CC5 1⁄4 -8 5 1⁄4 7 1⁄2 13 8 4 3 CC64 5 1⁄2 3 5⁄8 11 6 1⁄2 4 5 CC66 5 1⁄2 5 1⁄2 11 6 1⁄2 4 5 CC6-7 1⁄8 5 1⁄2 7 1⁄8 11 6 1⁄2 4 5 CC68 5 1⁄2 7 1⁄2 11 6 1⁄2 4 5 CC74 6 7⁄8 3 5⁄8 13 8 4 3 CC76 6 7⁄8 5 1⁄2 13 8 4 3 CC77 6 7⁄8 6 7⁄8 13 8 4 3 CC78 6 7⁄8 7 1⁄2 13 8 4 3 CC7 1⁄8 -4 7 1⁄8 3 5⁄8 13 8 4 3 CC7 1⁄8 -6 7 1⁄8 5 1⁄2 13 8 4 3 CC7 1⁄8 -7 1⁄8 7 1⁄8 7 1⁄8 13 8 4 3 CC86 7 1⁄2 5 1⁄2 13 8 4 3 CC88 7 1⁄2 7 1⁄2 13 8 4 3 CC96 8 7⁄8 5 1⁄2 13 8 4 3 CC98 8 7⁄8 7 1⁄2 13 8 4 3 CC106 9 1⁄2 5 1⁄2 13 8 4 3 ⁄8 ⁄8 ⁄8 ⁄8 ⁄8 2 5 ⁄8 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄8 ⁄8 ⁄8 ⁄4 ⁄4 ⁄4 ⁄8 ⁄8 ⁄8 ⁄8 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 D.Fir-L S-P-F SCL lbs lbs lbs kN kN kN 23080 102.67 27915 124.18 19895 88.50 31260 139.06 31260 139.06 33235 147.84 40195 178.80 40195 178.80 37850 168.37 51810 230.47 54100 240.66 40620 180.69 49125 218.53 49125 218.53 49125 218.53 49850 221.75 68235 303.54 71255 316.97 71255 316.97 — — — — — — 75820 337.28 79170 352.18 85925 382.23 89725 399.13 96035 427.20 18955 84.32 23100 102.76 15055 66.97 23660 105.25 23660 105.25 27295 121.42 30420 135.32 30420 135.32 31085 138.28 36980 164.50 44770 199.15 33360 148.40 37175 165.37 37175 165.37 37175 165.37 40940 182.12 48710 216.68 58970 262.32 58970 262.32 — — — — — — 54120 240.75 59915 266.53 61335 272.84 74255 330.32 68550 304.94 — — — — 26755 119.02 42040 187.01 42040 187.01 — — — — — — — — — — — — 58655 260.92 63065 280.54 63065 280.54 63065 280.54 — — — — — — — — 78205 347.89 99370 442.04 99370 442.04 — — — — — — — — — — 11⁄4" 1 ⁄4" 1 11⁄4" 23⁄4" f 5 ⁄8" B or olts 3" fo 3 ⁄4" Bor lts Caps & Bases Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. Model No. Factored Normal Resistance (K D = 1.00) Fasteners 4" CC 3" 1 " 1 ⁄2 2⁄ " 12 CC44 1.Post sides are assumed to lie in the same vertical plane as the beam sides. 2.Factored resistances may not be increased for short-term load duration. 3.Factored resistances are determined using φFcp equal to: 812 psi (5.6 MPa) for D.Fir-L and 672 psi (4.64 MPa) for Spruce-Pine glulam sizes; 1092 psi (7.53 MPa) for SCL sizes; reduce where end grain bearing or buckling capacity of post governs. 4.Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap. 5.SCL assumes SG = 0.50. 6.Beam depth must be greater than H1. 7.Contact Simpson Strong-Tie for uplift resistances. 71 Caps & Bases CC/ECC/ECCU Column Caps These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. Caps & Bases Model No. W2 Beam ECC ECCU H1 Post Qty. Dia. ECC ECCU (in) 3 1⁄4 3 5⁄8 7 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC3 1⁄4 -6 3 1⁄4 5 1⁄2 7 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC44 3 5⁄8 3 5⁄8 5 1⁄2 6 1⁄2 4 1 2 5 ECC46 3 5⁄8 5 1⁄2 8 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC48 3 5⁄8 7 1⁄2 8 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC4.62-3.62 5 4 ⁄8 5 3 ⁄8 1 8 ⁄2 1 9 ⁄2 1 6 ⁄2 2 4 5 ECC4.62-4.62 4 5⁄8 4 5⁄8 8 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC4.62-5.5 4 5⁄8 5 1⁄2 8 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC5 1⁄4 -4 5 1⁄4 3 5⁄8 9 1⁄2 10 1⁄2 8 2 4 3 ECC5 1⁄4 -6 5 1⁄4 5 1⁄2 9 1⁄2 10 1⁄2 8 2 4 3 ECC5 1⁄4 -8 5 1⁄4 7 1⁄2 9 1⁄2 10 1⁄2 8 2 4 3 ECC64 5 1⁄2 3 5⁄8 7 1⁄2 9½ 6 1⁄2 2 4 5 ECC66 5 1⁄2 5 1⁄2 7 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC6-7 ⁄8 1 5 ⁄2 1 7 ⁄8 1 9 ⁄2 1 9 ⁄2 1 6 ⁄2 2 4 5 ECC68 5 1⁄2 7 1⁄2 9 1⁄2 9 1⁄2 6 1⁄2 2 4 5 ECC74 6 7⁄8 3 5⁄8 10 1⁄2 10½ 8 2 4 3 ECC76 6 7⁄8 5 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC77 6 7⁄8 6 7⁄8 10 1⁄2 10 1⁄2 8 2 4 3 ECC78 6 7⁄8 7 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC7 1⁄8 -4 7 1⁄8 3 5⁄8 10 1⁄2 10 1⁄2 8 2 4 3 ECC7 1⁄8 -6 7 1⁄8 5 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC7 ⁄8 -7 ⁄8 1 7 ⁄8 1 7 ⁄8 10 ⁄2 10 ⁄2 8 2 4 3 ECC86 7 1⁄2 5 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC88 7 1⁄2 7 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC96 8 7⁄8 5 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC98 8 7⁄8 7 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 ECC106 9 1⁄2 5 1⁄2 10 1⁄2 10 1⁄2 8 2 4 3 1 1 1 1 Qty. Dia. (in) ⁄8 2 5 ⁄8 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄8 2 5 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄4 2 3 ⁄8 ⁄8 ⁄8 ⁄8 ⁄8 ⁄8 ⁄8 ⁄4 ⁄4 ⁄4 ⁄8 ⁄8 ⁄8 ⁄8 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 ⁄4 D.Fir-L S-P-F SCL lbs lbs lbs kN kN kN 8880 39.50 13955 62.08 9945 44.24 15630 69.53 21315 94.82 12780 56.85 16445 73.15 20095 89.39 14565 64.79 22890 101.82 31210 138.83 15630 69.53 24565 109.27 31260 139.06 33495 149.00 19185 85.34 30145 134.10 36995 164.57 41110 182.87 — — — — — — 33495 149.00 45675 203.18 37960 168.86 51765 230.27 42425 188.72 7350 32.70 11550 51.38 7530 33.50 11830 52.62 16130 71.75 9680 43.06 12445 55.36 15210 67.66 12055 53.63 18940 84.25 25830 114.90 11830 52.62 18590 82.70 23660 105.25 25350 112.77 15875 70.62 24950 110.99 30620 136.21 34020 151.33 — — — — — — 25350 112.77 34565 153.76 31415 139.75 42840 190.57 32110 142.84 — — — — 13375 59.50 21020 93.51 28665 127.51 — — — — — — — — — — — — 20065 89.26 30100 133.90 40130 178.51 43000 191.28 — — — — — — — — 26755 119.02 42040 187.01 53510 238.03 — — — — — — — — — — 1 ECC 11⁄4" Hole cen s betwtered stra een ps 1 lts Bo 5 8" r ⁄Bolts o f 3 4" 3 " 2 ⁄for ⁄4 3" 4" 3" ECCU 1 " 1 ⁄2 " 2⁄ 12 (ECCU44 has only 2 bolts to beam) L 1¹⁄₄" H1 ECC44 2¹⁄₂" ECC3 1⁄4 -4 1 72 L W1 Factored Normal Resistance (K D = 1.00) Fasteners W2 1.Post sides are assumed to lie in the same vertical plane as the beam sides. 2.Factored resistances may not be increased for short-term load duration. 3.Factored resistances are determined using φFcp equal to: 812 psi (5.6 MPa) for D.Fir-L and 672 psi (4.64 MPa) for Spruce-Pine glulam sizes; 1092 psi (7.53 MPa) for SCL sizes; reduce where end bearing or buckling capacity of post governs. 4.ECC downloads assume a post of W1 x W2. 5.SCL assumes SG = 0.50. 6.Beam depth must be greater than H1. 7.Contact Simpson Strong-Tie for uplift resistances. Catalogue C-C-CAN2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. Dimensions (in)
© Copyright 2024