Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

Catalogue: Simpson Strong-Tie Wood Construction Connectors 2006 Catalog
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Catalog: Wood Construction Connectors 2006 Catalog
Company/Brand: Simpson Strong-Tie

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16 gauge 3000 psi 4x4 post connector all thread architectural products group beam seat bottom plate column base column bases concrete to wood anchors drill bits floor truss free catalog simpson strong tie glulam beam connectors hurricane ties impact wrench joist hangers lag screw lag screw wood lag screws page 12 page 147 page 20 page 33 post base post caps rafter to rafter rafter top plate tie shear bolt designation side cover sill anchor bolts simpson anchors simpson catalogs simpson connectors simpson rigid tie connectors simpson s jct8 14 hanger simpson sds simpson strong tie simpson strong tie connectors simpson strong ties simpson strong wall simpson truss clips simpson zmax connectors strap ties strong wall t anchorspec top flange hanger truss beam connectors truss hangers truss to wall connection wood beam connectors wood construction connectors wood joists to steel beam connectors wood lag screw wood to steel beam connectors

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5 Wood Construction Connectors INTRODUCTION SIMPSONS QUALITY POLICY 800-999-5099 www.strongtie.com Products are divided into fourteen general categories, identified by tabs along the pages outer edge. CONNECTOR SELECTION KEY 16-20 Fasteners Quik Drive 21-28 Concrete Connectors 29-45 Anchors 46-55 Caps Bases 56-67 Shearwall 68-87 Solid Sawn Connectors 88-118 Engineered Wood Structural Composite Lumber Connectors 119-124 Glulam Beam Connectors 125-146 Plated Truss Connectors 147-154 Masonry Connectors 155-171 Straps Ties 172-182 Miscellaneous 183-187 Architectural Products Group 188-193 Hanger Options The Simpson Strong-Tie Company was founded in Oakland, California in 1914 and has been manufacturing wood-to-wood and wood-to-concrete connectors since 1956. Since then, Simpson Strong-Tie Company, Inc., has grown to be the worlds largest manufacturer of construction connectors and to expand to include a complete line of anchor systems produc


Typical MASB Installation 25 Concrete Connectors LMA/MASB/MAS/MAB/MA Mudsill Anchors MASB Model No. O.C. Spacing to replace " Anchor Bolt 6' O.C. O.C. Spacing to replace " Anchor Bolt 6' O.C. (133) (160) (133) (160) MA4 3 3 2 2 ' MA6 5' 5' 4' 4' 3 ' 3' 3' 4 9 " 3 7 " 4 9 " MAB15 3 ' 3' 2 ' 2' MAS 5' 5' 3 3 ' MASB 6' 6' 5' 4' 10" 4' 10" LMA4 LMA6 Min. Concrete End Distance Min. C-C Spacing 5 ' 3 ' 3 ' 3 ' 12" 24" 6 " 13" 3 ' 3' 2 ' 2' 4" 8" MAB STEP 1: Attach MAS 3 " from inside of form. After concrete cures, remove nails and bend straps up 90 . STEP 2: Place mudsill on concrete and nail MAS over mudsill. Alternate MAS Installation for Brick Ledges MAS Rim Joist Installation in Concrete over Max. Sheathing Anchor Spacing MAB Misinstallation (MAB straps must be separated before the concrete is poured) Typical MAB23 Installation in Concrete Block (MAB15 similar) MAB23 provides


44 Anchors PA/PAHD/HPAHD Strap Tie Holdowns Wood-to-concrete connectors that satisfy engineering and code requirements. MATERIAL: HPA 10 ga; all others 12 ga FINISH: Galvanized, some models available in ZMAX or HDG. INSTALLATION: Use all specified fasteners. See General Notes. Install before concrete pour with a StrapMate, or other holding device. Bending the strap 90 to aid wall placement may cause spalling behind the strap. If the spall is 1" or less, measured from the embedment line to the bottom of the spall, full loads apply. For spalls between 1" and 4" (see illustration on page 45), the allowable load is 0.90 of the table loads. For two pour installations spalling is measured from the first pour. Nail strap from bottom up. Strap may be bent one full cycle. Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 3 wide. To lessen splitti


63 Shearwall STRONG-WALL SHEARWALL RAISED FLOOR (-RF) Raised Floor walls are designed and tested for installation on top of raised wood floor systems. All 2nd Floor Applications must use the Raised Floor Models. Raised Floor walls are compatible with both solid sawn lumber and I-joist floor systems. Simpson SDS screws pre-installed in both the top and bottom of the wall allow for fast installation to the top plate and floor framing elements. When framing conditions necessitate this application, only the HUSC46 may be used with the Strong-Wall Shearwall for light duty door and window headers. With face nailing closer to the center of the carrying member and the double shear nailing feature, an HUSC46 hanger will achieve the loads listed in the Face Mount Hanger tables. Application is limited to the HUSC46. See page 69 for details. NOTE: When nailing into the carrying members end grain, the allowable load is 0.67 of the table load. CODE REF.: 1, 84, 121, 140 CO


82 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. Solid Sawn Connectors LSU/LSSU Adjustable Light Slopeable/Skewable U Hangers This series attach joists or rafters to headers, sloped up or down, and skewed left or right, up to 45 . MATERIAL: See table. FINISH: Galvanized. Some products available in Z-MAX; see Corrosion-Resistance, page 6-7. INSTALLATION: Use all specified fasteners. See General Notes. Attach the sloped joist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. CODES: See page 12 for Code Listing Key Chart. STEP 1 Nail hanger to slope-cut carried member, installing seat nail first. No bevel necessary for skewed installation. STEP 2 Skew flange to form acute angle. Bend other flange back along centerline of slots. Bend one time only. STEP 3 Attach hanger to the


101 Engineered Wood Structural Composite Lumber Connectors TOP FLANGE HANGERS W/WP/WPU/WM/WMU/HW/HWI/HWU I-Joist Structural Composite Lumber Hangers 2 " WP/WPI NAILER TABLE Model Nailer Top Flange Nailing Allowable Loads DF/SP SPF W 2x 2-10dx1 1600 1600 3x 2-16dx2 1765 1740 2-2x 2-10d 1665 1665 4x 2-10d 2200 2200 WP 2x 2-10dx1 2525 2500 3x 2-16dx2 3000 2510 2-2x 2-10d 3255 3255 4x 2-10d 3255 3255 HW/HWI 4x 4-16d 5285 HWU 2-2x 8-16dx2 5630 LSL 3375 Model Joist Fasteners Allowable Loads Header Type Width Depth Top Face Joist Uplift (133 160) DF/SP LVL 4 PSL LSL DF/SP SPF DF/SCL I-Joist 5 Code Ref. Masonry W 1 to 4 3 to 30 2-10dx1 2-10dx1 1635 1740 1600 1415 170 26, 83 170 26, 83 (widths greater than 2") 26, 124 (widths up to 3 ") 26 124 26, 83 1, 84 1 to 4 3 to 30 2-10d 2-10dx1 2150 2020 2200 1435 1 to 4 3 to 30 2-16d


120 Glulam Beam Connectors LGU/MGU/HGU/HHGU High Capacity Girder Hangers NEW! The GU hangers are a high-capacity girder hangers designed for situations where the header and joist are flush at top. This part can be used for retrofit on the framing members after they are temporarily placed in position. It uses Simpson Strong-Drive screws (SDS) to make installation fast and easy, with no pre-drilling required. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: Use all specified fasteners. See General Notes. Install with Simpsons SDS x2 screws, which are provided with the GUs. (Note: lag screws will not achieve the same loads.) All multiple members must be fastened together to act as a single unit. Multiple member headers may require additional fasteners at the hanger locations. The quantity and location of the additional fasteners must be determined by the Designer. OPTIONS: Not available. CODES: See page 12 for Code Listing Key Chart. MGU Typical


Installation Method 1 Top Chord Installation Method 2 Vertical Web TWO-PLY 4X2 FLOOR TRUSSES For more information, request T-SDSCREWAPPS. The use of Strong-Drive screws insures that loads are adequately supported by both trusses. (Testing has shown that most currently available light gauge steel connectors do not uniformly distribute applied loads to both trusses.) In addition differential deflection between the two trusses is reduced. 1. Screw spacing shall not exceed 24" o.c. and shall not be less than 4" o.c. A minimum end distance of 3" shall be provided at all truss members. 2. Gap between the trusses shall not exceed 1/8". 3. Floor sheathing shall be screwed (or nailed) to each truss top chord. (Fastener spacing per the applicable Code requirements, or 12" o.c. max.) 4. Strong-Drive screws shall be installed with the screw heads in the loaded truss. If the screws are installed in the wrong truss face, install additional screws in the correct face with a maximum


TS Twist Straps 39" Clear Span 78" 86-16d 45" Clear span 90" 100-16d 9235 1 " 45" Clear Span 90" 100-10d 51" Clear span 102" 114-10d 9235 1 " 76" Clear Span 152" 86-16d 89" Clear span 178" 100-16d 9235 3 " 89" Clear Span 178" 100-10d 101" Clear span 202" 114-10d 9235 3 " 30" Clear Span 60" 66-16d 35" Clear span 70" 76-16d 6490 1 " 34" Clear Span 68" 76-10d 40" Clear span 80" 88-10d 6490 1 " 59" Clear Span 118" 66-16d 68" Clear span 136" 76-16d 6490 3 " 68" Clear Span 136" 76-10d 78" Clear span 156" 88-10d 6490 3 " 23" Clear Span 46" 56-16d sinkers 27" Clear span 54" 66-16d sinkers 4585 1 " 45" Clear Span 90" 56-16d sinkers 52" Clear span 104" 66-16d sinkers 4585 3" CS14 100' 16" Clear Span 32" 30-10d 19" Clear span 38" 34-10d 2490 CS14-R 25' 16" Clear Span 32" 30-10d 19" Clear span 38" 34-10d 2490 CS16 150' 14" Clear Span 28" 26-8d 17" Clear span 34" 30-8d 1705 CS16-R 25' 12" C


The FB26 attaches standard 8 foot lengths of 2x6 wood rails to the center of 4x4 or larger posts to create a symmetrical fence design. The split rail design gives equal lateral strength to both sides of the fence. Quick connections allow easier planning and building of porches, patios, fences, and louvers. MATERIAL: See table. FINISH: Galvanized. Some products available in Z-MAX; see Corrosion-Resistance, page 6-7. INSTALLATION: Holes are sized for 8dx1 ", 8d commons or #6 wood screws into the supporting member. FBR24 and FBL24 are sized for 10dx1 ". CODES: See page 12 for Code Listing Key Chart. Model No. Ga Member Size Dimensions W H B FBL24 22 2x4 1 2 FB14 20 1x4 3 FB24 20 2x4 1 3 FB24R 20 2x4 RGH 2 3 FBR24 18 2x4 1 2 1 FB26 18 2x6 1 5 1 Code Ref. 180 FBR24 FB14 FB26 Typical FB24 Installation Typical FB14 Louver Installation 1. FB26 has an allowable load for F1 of 365 lbs. 2. FBR24 R rail (not rough). 3.


Home Office 4120 Dublin Boulevard, Suite 400 Dublin, CA 94568 Tel: 925/560-9000 Fax: 925/833-1496 Northwest USA 5151 S. Airport Way Stockton, CA 95206 Tel: 209/234-7775 Fax: 209/234-3868 Southwest USA 260 N. Palm Street Brea, CA 92821 Tel: 714/871-8373 Fax: 714/871-9167 Northeast USA 2600 International Street Columbus, OH 43228 Tel: 614/876-8060 Fax: 614/876-0636 Southeast USA 2221 Country Lane McKinney, TX 75069 Tel: 972/542-0326 Fax: 972/542-5379 Quik Drive Factory 436 Calvert Drive Gallatin, TN 37066 Tel: 888/487-7845 Fax: 615/451-9806 Kent Specials Factory 22035 W. Valley Highway Kent, WA 98032 Toll Free: 877/564-2041 Eastern Canada 5 Kenview Boulevard Brampton, Canada L6T 5G5 Tel: 905/458-5538 Fax: 905/458-7274 Western Canada 11476 Kingston Street Maple Ridge, B.C., Canada V2X-0Y5 Tel: 604/465-0296 Fax: 604/465-0297 Simpson Anchor Systems 136 Official Road Addison, IL 60101 Tel: 630/543-2797 Fax: 630/543-7014 Distribution Centers Enfield, C


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