Page 63 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

64 Shearwall STRONG-WALL SHEARWALL RAISED FLOOR 2nd FLOOR The building designer shall verify that these details are consistent with the complete load path requirements of the structure. 1. For plywood shear panel, add P to model name (e.g. SW24x8P), and multiply the table loads by 0.88. 2. For two-pour applications, use SSTB34. See SSTB anchor bolts, pages 33-34, for allowable loads and installation. Alternate diameter anchorage may be required depending on load. 3. All thread rod not supplied with Raised Floor walls. Minimum ASTM A307 required. Engineer of record must specify if high strength all-thread rod is required, depending on load. 4. All Raised Floor walls require 1 or 3" end distance from corner for end post bearing plate. See details available on website. 5. Maximum shim height between Strong-Wall and top plates or header is ". Shims of greater thickness will result in load reductions. 6. See allowable vertical load table below for Strong-Wall maximum compression and tension capacities. 7. Capacities must be reduced as limited by anchor bolt capacities for installations on CMU. Model No. W (in) H (in) T (in) Number of Fasteners in Top of Wall Number of Fasteners in Bottom of Wall Holdown 3 Anchor Bolts Allowable Shear V Load (lb) Drift at Allowable Shear V (in) Allowable Shear V Load (lb/ft) Wall Code Ref. Weight (lbs) SW24x8-RF 24 93 3 12-SDS x6 16-SDS x6 7/8" ATR 1105 .388 553 91 SW32x8-RF 32 93 3 16-SDS x6 20-SDS x6 7/8" ATR 1480 .398 556 116 SW48x8-RF 48 93 3 24-SDS x6 28-SDS x6 7/8" ATR 2790 .429 697 149 SW24x9-RF 24 105 3 12-SDS x6 16-SDS x6 7/8" ATR 960 .337 481 101 SW32x9-RF 32 105 3 16-SDS x6 20-SDS x6 7/8" ATR 1420 .406 532 128 SW48x9-RF 48 105 3 24-SDS x6 28-SDS x6 7/8" ATR 2395 .447 599 165 SW32x10-RF 32 117 3 16-SDS x6 20-SDS x6 7/8" ATR 1400 .490 526 134 SW48x10-RF 48 117 3 24-SDS x6 28-SDS x6 7/8" ATR 2115 .437 528 171 SW24x10-RF 24 117 3 12-SDS x6 16-SDS x6 7/8" ATR 850 .333 424 111 SW18x9-RF 18 105 3 9-SDS x6 13-SDS x6 7/8" ATR 620 .318 413 94 SW18x8-RF 18 93 3 9-SDS x6 13-SDS x6 7/8" ATR 735 .319 489 85 34 RAISED FLOOR 1st FLOOR Model No. W (in) H (in) T (in) Number of Fasteners in Top of Wall Number of Fasteners in Bottom of Wall Holdown 2 Anchor Bolts Allowable Shear V Load (lb) Drift at Allowable Shear V (in) Allowable Shear V Load (lb/ft) Wall Code Ref. Weight (lbs) SW24x8-RF 24 93 3 12-SDS x6 16-SDS x6 2-SSTB28 1260 .427 630 91 SW32x8-RF 32 93 3 16-SDS x6 20-SDS x6 2-SSTB28 1900 .409 712 116 SW48x8-RF 48 93 3 24-SDS x6 28-SDS x6 2-SSTB28 3570 .421 892 149 SW24x9-RF 24 105 3 12-SDS x6 16-SDS x6 2-SSTB28 1010 .420 506 101 SW32x9-RF 32 105 3 16-SDS x6 20-SDS x6 2-SSTB28 1685 .430 632 128 SW48x9-RF 48 105 3 24-SDS x6 28-SDS x6 2-SSTB28 3085 .435 771 165 SW32x10-RF 32 117 3 16-SDS x6 20-SDS x6 2-SSTB28 1640 .504 616 134 SW48x10-RF 48 117 3 24-SDS x6 28-SDS x6 2-SSTB28 2675 .434 669 171 SW24x10-RF 24 117 3 12-SDS x6 16-SDS x6 2-SSTB28 985 .425 493 111 SW18x9-RF 18 105 3 9-SDS x6 13-SDS x6 2-SSTB28 710 .399 475 94 SW18x8-RF 18 93 3 9-SDS x6 13-SDS x6 2-SSTB28 835 .423 557 85 34 34 34, 101 34, 101 34, 101 34 CODES: See page 12 for Code Listing Key Chart. ALLOWABLE VERTICAL LOADS (lbs) C4 T1 C5 C2 C1 C3 C1 Max. compressive force applied over end post. C2 Max. compressive force applied over interior post. C3 Max. compressive force applied to top plates between studs. C4 Max. compressive force in end post due to load from above (C1) and overturning. C5 Max. compressive force in interior post. T1 Max. allowable tension force in holdown due to net uplift. 1. For RF Raised Floor walls, use the corresponding standard Strong-Wall Shearwall values. C1 C2 C4 T 1 CD=1.0 CD=1.0 CD=1.0 CD=1.25 CD=1.33 CD=1.0 CD=1.25 CD=1.33 SW16x7x4, 8x4 SW22x7x4, 8x4 SW16x7x6, 8x6 SW22x7x6, 8x6 SW18x8,9 SW24x8,9,10 SW32x8,9,10 SW48x8,9,10 SW24x12x6 9920 N /A 2820 3525 16200 N /A N /A 10790 SW32x12x6 SW48x12x6 Strong-Wall Model No. 16200 5280 5520 10790 9920 6765 4945 6185 13000 4270 4620 6100 4160 2955 3690 13300 N /A N /A 6100 N /A 1685 2105 10700 N /A N /A N /A 30500 N /A N /A C3 C5 7100 N /A N /A N /A 19100 N /A N /A 10790 10790 8325 8325 These allowable vertical loads are intended to aid the user in correctly implementing the Strong-Wall Shearwall into the load path of the structure. Load combinations that tend to cause compression can be limited by perpendicular to grain interface issues, by buckling of the vertical members or by the bending and shear capacity of the combined top plates. Loads that result in net uplift in the boundary posts are limited by the value T 1 shown in the table.

[close]