For use with the STEICOjoist System
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1 For use with the joist System FOR USE WITH PRODUCTS MANUFACTURED BY: Page 1 of 16 This guide lists popular options for Simpson Strong-Tie hangers used with joist. Not all available hanger and installation combinations are listed. Use other current Simpson Strong-Tie literature, for other conditions and additional information.
2 For use with the joist System GENERAL NOTES Page of Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for other non-shaded hangers. 2. All loads are hanger safe working loads in kn, and are based on hanger capacity NOT joist capacity which must be checked by the joist designer. 3. Down loads represent long term loading. Other load durations may apply - contact Simpson Strong-Tie technical department for details. 4. Uplift loads have been increased for short term wind loading. Reduce according to the standards for long term loading criteria like cantilever construction. 5. Hanger capacities will need to be checked if hanger is supported from other than products. Contact Simpson Strong-Tie technical department for details. 6. All I-s that are installed as headers should be installed in accordance with the technical literature. 7. For JHMI and HJHMI masonry hangers a minimum 3 courses of solid block (675mm masonry) required above the hanger with the mortar fully cured before applying load. 8. If hanger height is less than 60% of joist height, joist rotation may occur. 9. A minimum nail penetration is required to achieve loads listed for face mount hangers. Reduce the loads using straight line interpolation for header widths less than the minimum penetration. 75mm nails minimum penetration = 45mm 90mm nails minimum penetration = 50mm 10. Top flange hanger configuration and thickness of top flange need to be considered for flush floor conditions. 11. Contact Simpson Strong-Tie for special hangers. Refer to the current Simpson Strong-Tie full-line catalogue for General Notes, Warranty Information and other important information including Terms and Conditions of sale.
3 Timber Top Flange Hangers Page 3 of 16 when header is an joist Series Web Stiffeners Required Backer Blocks Required Top I- Face Loads kn Uplift kn Short Term L 36 Flange ITB x x x ITB Yes x x x ITT Yes x x x Note: ITB hanger 7.5kN safe working load is for the enhanced nailing see table. when header is a GLUlam OR PANELAM Series Web Stiffeners Required Backer Blocks Required Glu-Lam or Panelam Top Face Loads kn Uplift kn Short Term GluLam or Panelam ITB x x x ITT x x x Note: ITB hanger 7.5kN safe working load is for the enhanced nailing see table. ITT ITB joist SJ ITT200/47 ITB200/ ITT220/47 ITB220/ ITT9.5 ITB240/ ITT11.88 ITB300/ ITT360/47 joist SJ ITT200/61 ITB200/ ITT220/61 ITB220/ ITT359.5 ITB240/ ITT ITB300/ ITT360/ ITT399/60 joist SJ ITT200/91 ITB200/ ITT220/91 ITB220/ ITT49.5 ITB240/ ITT ITB300/ ITT360/ ITT399/60 SUPPORTING I-JOIST PAN NAIL HOLES BEND TAB AND FASTEN WITH 3.75 x 30mm NAILS WHEN WEB STIFFENERS ARE NOT USED CARRIED I-JOIST ITB Installed with no Backer Block ITT Installed with Backer Block
4 SIMPSON Strong Tie Timber Face Fix Hangers Page 4 of 16 joist SJ45 joist GluLam/Penelam 200 IUT192/ x x IUT217/ x x IUT217/ x x IUT x x IUT x x joist SJ IUT192/ x x IUT217/ x x IUT217/ x x IUT x x IUT x x IUT380/ x x joist SJ IUT192/ x x IUT217/ x x IUT217/ x x IUT x x IUT x x IUT380/ x x Short Term Uplift = 1.07kN H 6 B IUT W IUT Installed on Solid
5 Timber - Medium Duty Hangers SINGLE PLY CARRIED MEMBER Page 5 of 16 Uplift kn Short Term joist SJ45 joist GluLam/Panelam 200 HU x x HU x x HU x x HU x x HU x x joist SJ HU7X W= x x HU7X W= x x HU9X W= x x U3516/ x x U3516/ x x U3516/ x x joist SJ MIU192/ x x MIU217/ x x MIU217/ x x MIU280/ x x HU x x HU x x Shaded area = Web Stiffeners Required. MIU HU Installation
6 Timber - Medium Duty Hangers 2-PLY CARRIED MEMBERS Uplift kn Short Term joist 2 x SJ 45 = 90mm joist Page 6 of 16 GluLam/Penelam 200 MIU192/ x x MIU217/ x x MIU217/ x x MIU280/ x x HU x x joist 2x SJ 60 = 120mm 200 MIU192/ x x MIU217/ x x MIU217/ x x MIU280/ x x MIU280/ x x MIU280/ x x joist 2x SJ90 = 180mm 200 HU530/ x x HU530/ x x HU x x HU x x HU x x HU x x Shaded area = Web Stiffeners Required. MIU HU Installation
7 Masonry Hangers Page 7 of 16 joist SJ JHMI200/47 N/A x JHMI225/47 N/A x JHMI240/47* N/A x JHMI300/47 N/A x JHMI350/47 N/A x joist SJ JHMI200/61 N/A x JHMI225/61 N/A x JHMI240/61* N/A x JHMI300/61 N/A x JHMI350/61 N/A x JHMI400/61 N/A x joist SJ JHMI200/91 N/A x JHMI225/91 N/A x JHMI240/91* N/A x JHMI300/91 N/A x JHMI350/91 N/A x JHMI400/91 N/A x Masonry hanger safe working loads based on 2.8N/mm 2 blockwork. * JHMI225 hangers can be used with 240mm joists where heights are required to line through with block coursing JHMI JHMI Installation
8 Heavy Duty Masonry Hangers 2-PLY CARRIED MEMBERS joist 2 x SJ 45 = 90mm 200 HJHMI200/91 N/A 8-4.0x HJHMI225/91 N/A 8-4.0x HJHMI240/91 N/A 8-4.0x HJHMI300/91 N/A 8-4.0x HJHMI350/91 N/A 8-4.0x joist 2x SJ 60 = 120mm 200 HJHMI200/120 N/A 8-4.0x HJHMI225/120 N/A 8-4.0x HJHMI240/120 N/A 8-4.0x HJHMI300/120 N/A 8-4.0x HJHMI350/120 N/A 8-4.0x HJHMI400/120 N/A 8-4.0x joist 2x SJ90 = 180mm 200 HJHMI200/180 N/A 8-4.0x HJHMI225/180 N/A 8-4.0x HJHMI240/180 N/A 8-4.0x HJHMI300/180 N/A 8-4.0x HJHMI350/180 N/A 8-4.0x HJHMI400/180 N/A 8-4.0x Web Stiffeners Required Masonry hanger safe working loads based on 2.8N/mm 2 blockwork. Page 8 of 16 HJHMI HJHMI Installation
9 Safety Fast Masonry Hangers Page 9 of 16 joist SJ SFHI200/47/100 N/A x SFHI225/47/100 N/A x SFHI240/47/100 N/A x SFHI300/47/100 N/A x SFWHI350/47/100 N/A x joist SJ SFHI200/61/100 N/A x SFHI225/61/100 N/A x SFHI240/61/100 N/A x SFHI300/61/100 N/A x SFWHI350/61/100 N/A x SFWHI400/61/100 N/A x joist SJ SFHI200/91/100 N/A x SFHI225/91/100 N/A x SFHI240/91/100 N/A x SFHI300/91/100 N/A x SFWHI350/91/100 N/A x SFWHI400/91/100 N/A x Masonry hanger safe working loads based on 2.8N/mm 2 blockwork. SFHI SFHI Installed
10 Heavy Duty Safety Fast Masonry Hangers 2-PLY CARRIED MEMBERS joist 2 x SJ 45 = 90mm 200 SFWHI200/91/100 N/A x SFWHI225/91/100 N/A x SFWHI240/91/100 N/A x SFWHI300/91/100 N/A x SFWHI350/91/100 N/A x joist 2x SJ 60 = 120mm 200 SFWHI200/120/100 N/A x SFWHI225/120/100 N/A x SFWHI240/120/100 N/A x SFWHI300/120/100 N/A x SFWHI350/120/100 N/A x SFWHI400/120/100 N/A x joist 2x SJ90 = 180mm 200 SFWHI200/180/100 N/A x SFWHI225/180/100 N/A x SFWHI240/180/100 N/A x SFWHI300/180/100 N/A x SFWHI350/180/100 N/A x SFWHI400/180/100 N/A x Masonry hanger safe working loads based on 2.8N/mm 2 blockwork. Page 10 of 16 SFWHI SFWHI Installed
11 Timber - Skew Timber Hangers Page 11 of 16 Series Web Stiffeners Required Backer Blocks Required joist Top Loads kn Uplift kn Short Term L36 Flange ITBS x x x ITBS Yes x x x Face 200 ITBS200/ ITBS220/ ITBS240/ ITBS301/47 Width = 45mm As above Uplift kn Short Term As above 360 SUR1.81/11* x x ITBS200/ ITBS220/ ITBS240/ ITBS301/61 Width = 60mm As above As above 360 SURI3514/20* x x SURI3514/20* x x ITBS200/ ITBS220/ ITBS240/ ITBS301/91 Width = 90mm As above As above 360 HSUR x x HSUR x x Shaded area = Web Stiffeners Required * = right hand version, for left hand quote SUL/HSUL H W ITBS ITBS Installed
12 Roof - Skew & Slope Timber Hangers Page 12 of 16 joist SJ45 Uplift kn Short Term LSSUI x x LSSUI x x LSSUI x x joist SJ LSSUI x x LSSUI x x LSSUI x x LSSUI x x joist SJ LSSU x x LSSU x x LSSU x x LSSU x x Shaded area = Web Stiffeners Required SIMPSON Strong Tie
13 Roof - Variable Pitch Hangers Page 13 of 16 joist SJ45 Uplift kn Short Term 200 VPA x x VPA x x VPA x x VPA x x VPA x x joist SJ VPA x x VPA x x VPA x x VPA x x VPA x x VPA x x joist SJ VPA x x VPA x x VPA x x VPA x x VPA x x VPA x x x 75 NAILS
14 Slotted Z Clip Page 14 of 16 The Z Clip allows noggins between joists to support floor decks or partitions. The unique bottom flanges allow I-s to be used as noggins Embossed bottom flange provides greater enhanced resistance to bending. Obround nail holes in the bottom flange ensure easier angled nailing. No. Dimensions W H B TF Fasteners Load ZS33N x ZS35N x ZS38N x ZS45N x TF H W B
15 Safety Fast Cap Page 15 of 16 No. Dimensions (mm) Size (mm) Width Width SFJC305/ up to 50 up to 302 SFJC305/ up to 100 up to 302 Note: When using Safety Fast Caps on external walls a horizontal restraint strap is required at a maximum 2.0 metre c/c. SFJC SFJC Installed
16 Restraint Straps Page 16 of 16 Parallel Straps HES Strap Heavy Engineered Strap One strap at maximum 2.0m centres as required by Building Designer. HES HES Installed Perpendicular Straps FMS Strap Folded Mini Strap One strap with every masonry hanger (and joist ends on buildings of more than 2 storeys) at max 0.6m centres. FMS This guide is effective until January 1, 2009, and reflects information available as of June 1, This information is updated periodically and should not be relied upon after January 1, 2009; contact Simpson for current information and limited warranty or see. Simpson Strong-Tie United Kingdom Office Winchester Road Cardinal Point Tamworth Staffordshire B78 3HG FAX: FMS Installed 2007 Simpson Strong-Tie Company, Inc. exp. 01/009
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