Page 147 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

148 Masonry Connectors HU/HUC/HSUR/L Hangers Down (133) (160) (100/115/125) HU26 4 Titen x 2 2-10dx1 240 290 1545 HU28 6 Titen x 2 4-10dx1 480 575 2400 HU210 8 Titen x 2 4-10dx1 480 575 2400 HU46 12 Titen x 2 6-10d 905 1085 3950 170 HU26-2 12 Titen x 2 6-10d 905 1085 3950 HU48 14 Titen x 2 6-10d 905 1085 4350 HU28-2 14 Titen x 2 6-10d 905 1085 4350 HU410 18 Titen x 2 10-10d 1505 1810 5085 HU210-2 18 Titen x 2 10-10d 1505 1810 5085 HSUL/R26-2 12 Titen x 2 4-16dx2 715 815 2625 6 Allowable Loads Uplift Fasteners CMU 4 Titen x 1 6 Titen x 1 8 Titen x 1 12 Titen x 1 12 Titen x 1 14 Titen x 1 14 Titen x 1 18 Titen x 1 18 Titen x 1 12 Titen x 1 Concrete Joist Code Ref. Model No. HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block Sidewall HSUR/L26-2 Installed on Masonry Block Sidewall HU and HUC products are heavy duty face mount joist hangers made from 14 gauge galvanized steel. The HUC is a concealed flange version of the HU. Concealed flange hangers have the face flanges turned in. HU is available with A flanges concealed, provided the W dimension is 2 or greater, at 100% of the table load. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2 at 100% of the table load. For allowable loads on HU products not listed in the table request T-HUHUCTTN. INSTALLATION: These hangers are attached to grouted CMU walls using x 2 hex head Titen screws or for concrete walls using x1 Titen screws. Titen screws are not provided. Drill the diameter hole to the specified embedment depth plus ". Alternatively, drill the diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchors load capacity. The hangers should be installed such that a minimum end and edge distance of 1 is maintained. Not recommended for exposed external applications. CODES: See page 12 for Code Listing Key Chart. HUC410 1. Uplift loads have been increased 33% and 60% for earthquake or wind duration. No further increase is allowed. 2. Grout strength for concrete masonry installation shall be 2500 psi minimum. 3. Contact Simpson for loads on other models. 4. The HU28 can be ordered skewed 45 and achieve the same loads. 5. See page 147 for Titen screw information. 6. Loads for the HSUL/R shall be 0.8 the table loads for concrete applications. 7. Table allowable loads were determined using test ultimate/3 or nail calculation values. 8. NAILS: 16dx2 0.162" dia. x 2 long, 10d 0.148" dia. x 3" long, 10dx1 0.148" dia. x 1 long. See page 16-17 for other nail sizes and information.

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