STANDARD & CUSTOM MADE CSS CONNECTORS

Transcription

1 STANDARD & CUSTOM MADE CSS CONNECTORS FOR OOD & CONCRETE STRUCTURES Canada Scaffold has full manufactufing facilities to provide its customers with specialty and custom one-off products, in addition to standard type connectors. made in ritish Columbia, Canada. SINCE 1974 SAFETY INTEGRITY VAUE

2 TAE OF CONTENTS Table of Contents... 1 General Notes... 2 imit States Design... 2 Instruction to Designer... 2 Instruction to Installer... Custom Connector Service... 4 Nails for CSS Connectors... 4 Alphabetical Index... 5 ANGERS Face Mount CS ow Cost Joist angers... 6 ST/DT Deep Seat angers... 6 J Face Mount Joist angers... 7 SJ I Joist angers... 8 G eavy Girder angers... 9 T/ MT eavy Joist angers... 9 SKR/ Skewed Joist angers ASSK Adjustable Slope and Skewed angers Top Flange SJTF I Joist angers P Purlin angers... 1 TFT eavy Truss angers / M eam and Glulam angers TJ Top Mount SC angers GS eam Saddle anger CAPS AND ASES PC Post Caps CC Column Caps C Post Cap/ases PCT Post Caps JP/J Floor eam evelers C Column ases CPR Carport rackets F Fence rackets... 2 FK Fence racket with Kwik olts... 2 ODONS AND ANCORS DA oldowns TT Tension Ties A Anchor olt ANGES AND STRAPS urricane Ties STA Strap Ties T/ T/ Straps TS Twist Straps FA Framing Anchors... 0 R Reinforcing Angles... 0 S Staircase Angles... 1 MISCEANEOUS A/Z A/Z Clips... 1 FRC Framing Clips... 2 TP Nailing Plates... 2 RT Strap Ties... S Speed all Ties... FC Fence Clips... PC Plywood Clips... 4 STK Stakes... 4 R Roof racket... 4 CANADA SCAFFOD SUPPY CO. TD. 1

3 Tabulated Factored Resistances are for the defined specific applications of properly installed products. Improper loading, product alteration, changes of installation procedures, or deviations from recommended applications will affect connector load-carrying capacity. GENERA NOTES 1. The load resistance values presented in this catalogue have been evaluated in accordance with imit States Design approach and are shown in the tables as Factored Resistance. 2. Some model configurations may differ from those shown in this catalogue. Contact CSS for details.. Follow proper installation procedures to obtain tabulated factored resistance for CSS products. 4. Do not overload. hen loading, factored load shall not exceed the tabulated factored resistance; otherwise this will affect the hangers carrying capacity. 5. Changes and modifications to specified CSS products will jeopardize the connection. 6. Exposure to corrosive fire-retardant chemicals, fertilizers, or other substances will corrode the steel and lose load-carrying capacity. IMIT STATES DESIGN The imit States Design approach is to provide adequate resistance to certain limit states, namely strength and serviceability. The National uilding Code of Canada (NCC) applies factors of safety to both the resistance side and the load side of the design equation. The design criterion to be satisfied then becomes the following: factored resistance factored load effect The factored resistance takes into account the nominal resistance, variability of dimensions and material properties, workmanship, type of failure and uncertainty in the prediction of resistance. The factored load effect is calculated in accordance with the NCC by multiplying the actual loads on the structure (specific loads) by load factors that account for the variability of the load. INSTRUCTION TO DESIGNER 1. Factored resistance for tested hangers is determined in accordance with Supplement No to CSA as the lesser of the following: Average load causing mm ( 1 / " 8 ) deflection of the joist hanger. Minimum ultimate capacity of joist hanger. 2. Factored resistance based on calculations : ood and fasteners in accordance with CSA Metal components in accordance with CSA S16.1. Concrete anchors in accordance with CSA A oads are based on CSA The factored resistance is given in the tables for two durations of loading: Standard term (designed as a normal in the tables). Example: floor and roof loads due to occupancy, snow load and dead load. Short term (designed as uplift in the tables) applies those conditions of loading where the duration of the specified loads is not expected to last more than seven days continuously or cumulatively throughout the life of the structure. The factored resistance for uplift in the tables has been increased by 15 % and applies to wind and earthquake load. Not further increase allowed. 4. The factored resistances are based on dry service conditions K S = 1.0 and treatment factor K T = 1.0 (lumber not treated with a fire retardant). CANADA SCAFFOD SUPPY CO. TD. 2

4 5. The factored resistances are based on following specified strength of materials: Material Compressive Strength f cp [Mpa] D.Fir Sawn umber Glulam SC ood shear is not considered in the loads given in tables. Reduce factored capacity of hanger when wood shear is limiting. A qualified designer should verify wood member capacities when specifying connectors. 7. Verify that the dimensions of the supporting member are adequate to receive the specified fasteners. 8. Some connections may cause cross-grain tension or bending of the lumber during loading if not effective reinforced. Use an additional mechanical reinforcement if required. 9. CSS products use steel, which meets ASTM A6 Standard. 10. Finish: 11. Fasteners: G90 galvanized products (up to 10 gauge) elded products are prime coated for corrosion protection, galvicon paint or.d. galvanizing are also available on request.d. galvanized or powder coated on request Nails factored resistance in accordance with CSA (10.9). olts factored resistance is based on A07 bolts (ASTM specification) and calculated in accordance with CSA (10.4). ag-screws factored resistance is based on material conforming to the requirements of ANSI/ASME Standard and calculated in accordance with CSA (10.6). 12. All dimensions are in inches. INSTRUCTION TO INSTAER 1. All specified in the tables fasteners must be installed in order to achieve tabulated factored resistance. 2. olt holes shall be a minimum of 1 / 2 " and a maximum of 1 / 16 " larger than the diameter of the bolt to be installed.. ag screws: The lead hole for the shank shall have the same diameter as the shank and the same depth as the length of the unthreaded shank. The lead hole for the threaded portion shall have a diameter equal to % of the shank diameter for Douglas Fir- arch species, and % of the shank diameter for less dense species. The larger percentage figure in each range shall apply to screws of the greater diameters. The length of the lead hole shall be at least equal to the length of the threaded portion. The threaded portion of the screw shall be inserted in its lead hole by turning with a wrench, not by driving. Soap or other lubricant, not petroleum based, may be used on the screws or in the lead hole to facilitate insertion and prevent damage to the screw. 4. Do not load the connection before all specified fasteners are installed. 5. Use proper safety equipment during connector installation. 6. Nail guns may be used to install connectors, as long as the specified nails are used and properly installed in the nail holes. CSS recommends guns with nail hole-locating mechanisms. Always follow the gun manufacturer s instruction and use appropriate safety equipment. 7. Unless otherwise noted, CSS products may not be cut or bend to facilitate installation. Field modification may weaken steel and effect connector s factored resistance. CANADA SCAFFOD SUPPY CO. TD.

5 CUSTOM CONNECTOR SERVICE CSS will fabricate products for unusual framing needs, which require the use of custom connectors. Our Engineering Department will provide drawings and load rating for uncommon custom connectors. NAIS FOR Nail Catalogue Description Nail Comments Type Designation (gauge x length) Diameter 8d x 2 1 / 2 " 8d 11 ga x 2 1 / 2 " 0.11" 2 1 / 2 " Common Nail 8d x 1 1 / 4 " 8d x 1 1 / 4 " 11 ga x 1 1 / 4 " 0.11" 1 1 / 4 " Joist anger Nail 10d x 1 1 / 2 " 10d x 1 1 / 2 " 9 ga x 1 1 / 2 " 0.148" 1 1 / 2 " Joist anger Nail 10d x " 10d 9 ga x " 0.148" " Common Nail 16d x2 1 / 2 " 16d x2 1 / 2 " 8 ga x2 1 / 2 " 0.162" 2 1 / 2 " Joist anger Nail 16d x 1 / 2 " 16d 8 ga x 1 / 2 " 0.162" 1 / 2 " Common Nail N54A N54A ga x2 1 / 2 " 0.250" CSS Stock (*) N54A nails with annular ring. 16d x d x 8d x d x N54A 10d x d x 14 1 CANADA SCAFFOD SUPPY CO. TD. 4

6 GAUGE TAE Gauge Number Cold and ot Rolled Steeel Steel Sheets Sheets Inches M/M Inches M/M APAETICA INDEX A A Clip... 1 A Anchor olt AS SK Adjustable anger C Post Cap/ase C Column ase CC Column Cap CPR Carport racket CS anger... 6 CSTA Strap Tie DT Deep Seat anger... 6 E anger FA Framing Anchor... 0 F Fence racket... 2 FK Fence racket... 2 FC Fence Clips... FRC Framing Clip... 2 GS Saddle anger urricane Tie DA oldown G anger... 9 DT anger... 9 FT anger... 9 QT anger... 9 ST anger... 9 TT anger... 9 J anger... 7 J Jack Pier JP Jack Pier anger Strap S Staircase Angle... 1 M anger MDT SC anger... 9 MFT SC anger... 9 MQT SC anger... 9 MST SC anger... 9 MTT SC anger... 9 PC Post Cap PC Plywood Clip... 4 PCT Post Cap P anger... 1 R Roof racket... 4 R Reinforcing Angle... 0 RT Strap Tie... SJ I Joist anger... 8 SJTF I Joist anger SKR/ Skew. anger STA Strap Tie STAF Strap Tie STA Strap Tie STAI Strap Tie STA Strap Tie STAM Strap Tie STAR Strap Tie ST anger... 6 STK Stake... 4 STMI Strap Tie S Speed all Tie... T T Strap TFT Truss anger TJ SC anger TP Nailing Plate... 2 TS Twist Strap TT Tension Tie TT Tension Ties Z Z Clip... 1 CANADA SCAFFOD SUPPY CO. TD. 5

7 CS O COST JOIST ANGERS Designed as a support for 2 x lumber size. MATERIA: 22 ga. and 18 ga. for CS 210- FASTENERS: 10d Nails Fasteners Joist Ga. Size eader Joist Normal Uplift Normal Uplift CS 24 2x4 1 / d -10d x1 1 / 2 1, , CS 26 2x6 1 9 / / 4 1 / d 6-10d x1 1 / 2 1, ,0 647 CS 210 2x d 8-10d x1 1 / 2 2,60 1,208 1, CS x4 1 / / d 4-10d 1, , CS x6 1 / / / d 6-10d 1,888 1,416 1,49 1,012 CS x / d 8-10d 2,60 1,888 1,686 1,49 CS x / d 8-10d 4,720 1,888,72 1,49 CS Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. Typical CS CS 26-2 ST / DT DEEP SEAT ANGERS Face mount truss or beam hanger. MATERIA: 18 ga. FASTENERS: 10d Nails Fasteners Joist Size eader Joist Normal Uplift Normal Uplift ST 2 x / / 4 1 / d x1 1 / 2,101 1,628 2,215 1,165 DT 2-2 x / / d / d,101 1,628 2,215 1, Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. Typical DT ST DT 6 CANADA SCAFFOD SUPPY CO. TD.

8 J FACE MOUNT JOIST ANGERS Designed as a support for 2 x lumber size. MATERIA: 16 GA. FASTENERS: 16d and 10d nails Fasteners Joist Size eader Joist Normal Uplift Normal Uplift J 26 2x6 4 1 / d 4-10d x1 1 / 2 1, , J 28 2x8 6 1 / d 6-10d x1 1 / 2,45 1,84 2, J210 2x / / d 6-10d x1 1 / 2,640 1,84 2, J 212 2x / / d 6-10d x1 1 / 2 4,249 1,84, J 214 2x / / d 8-10d x1 1 / 2 4,651 1,846,49 1,18 J 6 x6 4 1 / d 4-10d x1 1 / 2 1, , J 8 x8 6 1 / d 6-10d x1 1 / 2,45 1,84 2, J 10 x / / d 6-10d x1 1 / 2 4,025 1,84 2, J 12 x / / d 6-10d x1 1 / 2 4,610 1,84, J 14 x / / d 8-10d x1 1 / 2 5,170 1,846,640 1,18 J 46 4x6 4 1 / d 4-10d 1,70 1,085 1, J 48 4x8 6 1 / d 6-10d,45 1,628 2,428 1,16 J 410 4x10 9 / / d 6-10d 4,025 1,628 2,80 1,16 J 412 4x / / d 6-10d 4,610 1,628,240 1,16 J 414 4x / / d 8-10d 5,170 2,172,640 1,551 J 66 6x6 4 1 / d 4-10d 1,70 1,085 1, J 68 6x8 6 1 / d 6-10d,45 1,628 2,428 1,16 J 610 6x / / d 6-10d 4,025 1,628 2,80 1,16 J 612 6x / / d 6-10d 4,610 1,628,240 1,16 J 614 6x / / d 8-10d 5,170 2,172,640 1,551 J x6 4 1 / d 4-10d 1,70 1,085 1, J x8 6 1 / d 6-10d,45 1,628 2,428 1,16 J x10 1 / / d 6-10d 4,025 1,628 2,80 1,16 J x / / d 6-10d 4,610 1,628,240 1,16 J x / / d 8-10d 5,170 2,172,640 1, Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. Sizes for rough lumber are available J 10 Typical J CANADA SCAFFOD SUPPY CO. TD. 7

9 SJ "I" JOIST ANGERS Face mount hanger designed as a support for I joists. MATERIA: See table Fasteners Ga Joist eader 10dx1 1 / 2 " Normal Uplift Normal Uplift SJ / d 1, , / 16 2 SJ / d 2, ,02 29 SJ / d 1, ,49 29 SJ / d 2, , / 16 SJ / / d, ,60 29 SJ / / d, , SJ / d 1, ,49 29 SJ / d 2, , / 8 SJ / / d, ,60 29 SJ / / d, , SJ / d 1, ,49 29 SJ / d 2, ,02 29 SJ / d 2, , / 16 2 SJ / / d, ,60 29 SJ / / d, , SJ / / d 5,19 461, SJ / d 1, ,49 29 SJ / d 2, ,02 29 SJ / d 2, , / 16 2 SJ / / d, ,60 29 SJ / / d, , SJ / / d 5,19 461, Double s SJ / / d 4, , / 8 2 SJ / / d 4, ,27 29 SJ / / d 4, ,82 29 SJ / / d 4, , / 16 2 SJ / / d 5, , SJ / / d 5, , SJ / / d 4, ,82 29 SJ / / d 4, , / 4 2 SJ / / d 5, , SJ / / d 5, , SJ / / d 4, ,82 29 SJ / / d 4, ,27 29 SJ / / d 4, , / 8 2 SJ / / d 5, , SJ / / d 5, , SJ / / d 5, , SJ Typical SJ 1 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. Other sizes are available upon request. 5. Optional seat hole is provided for pre-attachment of hanger to joist. 8 CANADA SCAFFOD SUPPY CO. TD.

10 G EAVY GIRDER ANGERS Designed for heavy girder and truss connections. MATERIA: See table FASTENERS: 10d nails Fasteners Joist Size Ga eader Joist Normal Uplift Normal Uplift G 1 2 x / / 2 4 / d x1 1 / 2 7,969,50 5,84 2,520 G x / / 2 4 / 8 7,969,50 5,84 2, d G -2 x / / 2 4 / d 7,969,50 5,84 2,520 G x / / 2 4 / 8 7,969,50 5,84 2, Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. Typical G 4 G T/MT EAVY SC JOIST ANGERS Face mount deep seat hanger for Sawn umber and Structural Composite umber (Parallam and Microllam). MATERIA: See table FASTENERS: Nails Fasteners Joist Size Ga eader Joist Normal Uplift Normal Uplift ST 2 x / / 2 1 / d X1 1 / 2 9,215,50 6,065 2,520 DT 2-2 x / / 2 / 4 9,690,50 6,410 2,520 TT -2 x / / 2 / d 9,690,50 6,410 2, d QT 4-2 x / / 2 4 / 8 9,690,50 6,410 2, FT 5-2 x / / 2 4 / 8 9,690,50 6,410 2,520 Structural Composite umber (Parallam and Microllam) PS V MST 1 / 4 x 1 1 / / 2 1 / d X1 1 / 2 9,40,50 9,690,50 MDT 1 / 2 x 14 9 / / 2 / 4 9,690,50 9,690,50 MTT 5 1 / 4 x 5 / / 2 / d 9,690,50 9,690, d MQT 7 x / / 2 4 / 8 9,690,50 9,690,50 MFT 8 / 4 x / 2 4 / 8 9,690,50 9,690,50 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. MT is designed for Structural Composite umber. 5. PS parallel strand lumber (Parallam) V laminated veneer lumber (Microllam). DT (MDT similar) Typical T CANADA SCAFFOD SUPPY CO. TD. 9

11 SKR/ SKEED JOIST ANGERS Designed to use with 45º skew joists. MATERIA: 16 ga. FASTENERS: 10d and 16d nails 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Skewed hangers will accommodate a 40º to 50º skew range.. Verify that dimensions of wood members are adequate to transfer tabulated factored loads. 4. All fasteners must be installed to obtain tabulated factored resistance. 5. SKR-skewed right; SK-skewed left. 6. eb stiffeners are required for I -joist applications Fasteners Joist Size eader Joist Normal Uplift Normal Uplift SKR/ 26 2x d 6-10dx1 1 / 2 1,726 1,062 1, SKR/ / 2 x / 16 / / d 10-10dx1 1 / 2 2,877 1,770 2,02 1,265 SKR/ / 4 x9 1 / / d 8-10dx1 1 / 2 2,02 1,416 1,618 1,012 SKR/ / 4 x / 16 / d 10-10dx1 1 / 2 2,877 1,770 2,02 1,265 SKR/ / 16 x9 1 / / d 6-10dx1 1 / 2 4,028 1,062 2, SKR/ / 8 / 16 x / / d 8-10dx1 1 / 2 5,179 1,416,642 1,012 SKR/ / 2 x9 1 / / d 6-10dx1 1 / 2 4,028 1,062 2, SKR/ / 16 / 2 x / / d 8-10dx1 1 / 2 5,179 1,416,642 1,012 SKR/ 46 4x / d 6-10d 2,02 1,062 1, SKR/ / 2 x9 1 / / / d 6-10d 4,028 1,062 2, SKR/ / 2 x12 1 / / / d 8-10d 5,179 1,416,642 1,012 SKR/ x / d 6-10d 2,02 1,062 1, SKR/ / 2 x9 1 1 / 8 / / d 6-10d 4,028 1,062 2, Typical SK ("I" Joist Application) SK 10 AS SK ADJUSTAE SOPE AND SKEED ANGERS All models are skew and slope adjustable on the job site. MATERIA: 18 ga. FASTENERS: 10d and 16d nails Fasteners Joist Ga. idth eader Joist Normal Uplift Normal Uplift AS SK / / / d 6-10dx1 1 / AS SK / / / d 6-10dx1 1 / AS SK / / / d 6-10dx1 1 / AS SK / / / d 6-10dx1 1 / AS SK / 16 2 / / d 6-10dx1 1 / AS SK / / / d 12-10dx1 1 / AS SK / / d 12-10dx1 1 / AS SK / 2 9 / / d 12-10dx1 1 / AS SK / / d 16-10dx1 1 / SOPE TO 45 UP OR DON 2 1 AS SK Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Factored Resistance for normal load is for sloped option only.. Verify that dimensions of wood members are adequate to transfer tabulated factored loads. 4. All fasteners must be installed to obtain tabulated factored resistance. 5. Other sizes are available upon request. 6. eb stiffeners are required for I -joist applications. Typical AS SK 10 CANADA SCAFFOD SUPPY CO. TD.

12 SJTF "I" JOIST ANGERS Top mount hanger designed as a support for I joists. MATERIA: See table FASTENERS: Nails see table Fasteners Joist Size Ga TF eader Joist Normal Uplift Normal Uplift SJ TF 1 1 / 2 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 1 / 2 x / 16 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 4 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 4 x 11 7 / / / d 2-10d x1 1 / 2 " 2, , SJ 1714 TF / 16 / 4 x / / d 2-10d x1 1 / 2 ", , SJ 1716 TF 1 / 4 x / / d 2-10d x1 1 / 2 ", , SJ 29.5 TF 2 5 / 16 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 5 / 16 x 11 7 / / / d 2-10d x1 1 / 2 " 2, , SJ 214 TF / 8 / 16 x / / d 2-10d x1 1 / 2 ", , SJ 216 TF 2 5 / 16 x / / d 2-10d x1 1 / 2 ", , SJ TF 2 1 / 2 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 1 / 2 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 1 / 2 x 11 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 1 / 2 x 11 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 1 / 2 x 11 7 / / / / d 2-10d x1 1 / 2 " 2, , SJ TF 2 1 / 2 x 12 1 / / / d 2-10d x1 1 / 2 " 2, , SJ 2514 TF 2 1 / 2 x / / d 2-10d x1 1 / 2 ", , SJ 2516 TF 2 1 / 2 x / / d 2-10d x1 1 / 2 ", , SJ 2518 TF 2 1 / 2 x / / d 2-10d x1 1 / 2 ", , SJ TF 1 / 2 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ 59.5 TF 1 / 2 x 9 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 2 x 11 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 2 x 11 1 / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 2 x 11 7 / / / / d 2-10d x1 1 / 2 " 2, , SJ TF 1 / 2 x 12 1 / / / d 2-10d x1 1 / 2 " 2, , SJ 514 TF 1 / 2 x / / d 2-10d x1 1 / 2 ", , SJ 516 TF 1 / 2 x / / d 2-10d x1 1 / 2 ", , SJ 518 TF 1 / 2 x / / d 2-10d x1 1 / 2 ", , Factored Resistance for Uplift has been increased by 15 % for shortterm load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. Other sizes are available upon request. 5. Optional seat hole is provided for pre-attachment of hanger to joist 2 TF SJ TF Typical SJTF CANADA SCAFFOD SUPPY CO. TD. 11

13 SJTF "I" JOIST ANGERS (CONTINUED ) Fasteners Joist Size Ga TF eader Joist Normal Uplift Normal Uplift Double s SJ TF / 2 x9 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x / 8 / / / / d 2-10d x1 1 / 2 ", , SJ TF 2-1 / 4 x 9 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF 2-1 / 4 x 11 7 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 16 / 4 x / / / d 2-10d x1 1 / 2 ", , SJ TF 2-1 / 4 x / / / d 2-10d x1 1 / 2 ", , SJ TF / 16 x 9 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 16 x 11 7 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 4 / 16 x / / / d 2-10d x1 1 / 2 ", , SJ TF / 16 x / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 9 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 9 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 11 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 11 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 11 7 / / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x 12 1 / / / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x / / d 2-10d x1 1 / 2 ", , SJ TF / 2 x / / d 2-10d x1 1 / 2 ", , CANADA SCAFFOD SUPPY CO. TD.

14 P PURIN ANGERS Designed for beam to beam, beam to masonry or beam to steel beam connections. MATERIA: See table Prime Paint FASTENERS: 10d and 16d Common Nails Ga Fasteners Joist Top Size Stirrup eader Joist Flange Normal Uplift Normal Uplift P 210 2x / 4, , P 212 2x / / / d 8-10d x1 1 / 2, , P 214 2x / 4, , P x / 4 5, , P x / / d 8-10d 5, , P x / 4 5, , P 10 x / 4 5, , P 12 x / 4 5, , / 8 P 14 x d 8-10d x1 1 / 2 / 4 5, , P 16 x / 4 5, , P 410 4x / 4 7, , P 412 4x / 4 7, , / d 8-10d P 414 4x / 4 7, , P 416 4x / 4 7, , P 610 6x / 4 7, , P 612 6x / 4 7, , / d 8-10d P 614 6x / 4 7, , P 616 6x / 4 7, , P series requires only top nailing into header. 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. angers may be welded to steel headers with 1 1 / 2 long fillet welds (weld size equal to thickness of the top flange). 5. For beam to masonry connection, two 16d double-headed nails must be installed through the top flange and embeded in the grouted wall. Two holes allow free flow of concrete. 6. P are available in special sizes P Typical P P Masonry Option CANADA SCAFFOD SUPPY CO. TD. 1

15 TFT EAVY TRUSS ANGER Designed to use for girder or truss-to-truss connections. MATERIA: ga. Prime Paint FASTENERS: Nails Fasteners eader Joist Face Top Normal Uplift Normal Uplift TFT / d 12-10d 28-10d 17,950 8,200 14,00 5,850 TFT / / d 12-10d 28-10d 17,950 8,200 14,00 5,850 TFT / d 12-10d 28-10d 17,950 8,200 14,00 5,850 TFT / d 12-10d 28-10d 17,950 8,200 14,00 5,850 TFT / d 12-10d 28-10d 17,950 8,200 14,00 5,850 TFT / d 12-10d 28-10d 17,950 8,200 14,00 5,850 Typical TFT 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. The top flange opening (14 ) can be changed upon request.. s without back plate are available. 4. Dimension can be changed upon request. 5. Custom models are available. VARIES 7 TFT /M/E EAM AND GUAM ANGERS Designed to support heavy timber and glulam beams. MATERIA: ga. Prime Paint FASTENERS: olts Fasteners Joist Min Size eader Joist Normal Uplift Normal Uplift 1 / 8 x h 1 / / 4 " 2 - / 4 " 1,555 4,945 11,0 4, / 8 x h 5 1 / 4 12 Spec. 4 - / 4 " 2 - / 4 " 1,555 6,255 11,0 5, / 4 x h 6 7 / / 4 " 2 - / 4 " 1,555 6,255 11,0 5,505 M / 8 x h 5 1 / / 4 " 2 - / 4 " 16,275 7,960 1,915 6, Spec. M 7 6 / 4 x h 6 7 / / 4 " 2 - / 4 " 16,275 9,85 1,915 8,945 E / 8 x h 5 1 / 4 11 / 4 8-1" 2-1" 2,425 9,850 19,600 8,400 E 7 6 / 4 x h 6 7 / / 2 Spec. 8-1" 2-1" 24,45 12,875 20,00 11,010 E 9 8 / 4 x h 8 7 / / 2 8-1" 2-1" 25,805 16,570 21,10 14, M 5 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Verify that dimensions of wood members are adequate to transfer tabulated factored loads.. All fasteners must be installed to obtain tabulated factored resistance. 4. The hanger may be attached to steel header by / 16 x 2 1 / 2 fillet welds at each end of the header angle to obtain the tabulated resistance. Uplift Factored Resistance does not apply to this weld-on application. 5. Factored Resistance for bolts is based on supporting member (header) thickness of minimum. 6. M are available in special sizes. Typical M 14 CANADA SCAFFOD SUPPY CO. TD.

16 TJ TOP MOUNT SC ANGER Designed for use with Structural Composite umber (SC). MATERIA: See Table Prime Paint FASTENERS: Nails Fasteners Joist Size Ga. Top Normal V Face Nails Joist Nails Flange PS V Uplift TJ 9 1 / 4 x9 1 / / 2 7,691 9,641 2,07 TJ 11 1 / 4 x11 7 / / / d 6-16d 10-10dx1 1 / 2 7,691 9,641 2,07 TJ 14 1 / 4 x ,691 9,641 2,07 TJ / 16 x9 1 / / 2 11,146 14,142 2,07 TJ / 16 x11 7 / / 8 11,146 14,142 2,07 TJ / 16 x14 2 / d 10-16d 12-10dx1 1 / 2 11,146 14,142 2,07 TJ / 16 x ,146 14,142 2,07 TJ / 16 x ,146 14,142 2,07 TJ / 2 x9 1 / / 2 18,241 2,114 4,6 TJ / 2 x11 7 / / 8 18,241 2,114 4,6 TJ / 2 x ,241 2,114 4,6 TJ / d 16-16d 14-16d / 2 x ,241 2,114 4,6 TJ / 2 x ,241 2,114 4,6 TJ / 2 x ,241 2,114 4,6 TJ / 4 x9 1 / / 2 22,471 28,597 4,6 TJ / 4 x11 7 / / 8 22,471 28,597 4,6 TJ / 4 x14 5 / d 16-16d 14-16d 22,471 28,597 4,6 TJ / 4 x ,471 28,597 4,6 TJ / 4 x ,471 28,597 4,6 TJ x9 1 / / 2 24,096 0,779 4,6 TJ x11 7 / / 8 24,096 0,779 4,6 TJ x / d 16-16d 14-16d 24,096 0,779 4,6 TJ x ,096 0,779 4,6 TJ x ,096 0,779 4,6 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. SC Factored Resistance is based on the same lumber of joist and header.. PS (Parallam) Factored Resistance can be used for D.Fir sawn lumber, glulam and S (Timber Strands). 4. V (Microllam) Factored Resistance is based on specified compression perpendicular to grain of 165 psi. 5. Verify that dimensions of wood members are adequate to transfer tabulated factored loads. 6. All fasteners must be installed to obtain tabulated factored resistance. V TJ 2-14 Typical TJ CANADA SCAFFOD SUPPY CO. TD. 15

17 GS EAM AND GUAM SADDE ANGERS Designed to support heavy glulam and SC beams. MATERIA: ga. Prime Paint FASTENERS: Nails Fasteners & SC Normal S eader Joist Uplift Normal Uplift Sawn Glulam GS / 4 14,54 2,60 10,909 11,780 1,696 GS -7 1 / / 8 9 / 4 Spec d 10-10d 14,54 2,60 10,909 11,780 1,696 GS / 8 14,54 2,60 10,909 11,780 1,696 GS / 4 2,181 2,877 17,10 18,845 2,02 GS / / 8 11 / 4 Spec d 10-16d 2,181 2,877 17,10 18,845 2,02 GS / 8 2,181 2,877 17,10 18,845 2,02 GS / 4 29,271 2,877 22,008 2,894 2,02 GS / / / 2 Spec d 10-16d 29,271 2,877 22,008 2,894 2,02 GS / 8 29,271 2,877 22,008 2,894 2,02 GS / 4 29,271 2,877 25,552 27,80 2,02 GS / / / 2 Spec d 10-16d 29,271 2,877 27,861 29,271 2,02 GS / 8 29,271 2,877 27,861 29,271 2,02 1. Factored Resistance for Uplift has been increased by 15 % for short-term load duration (wind, earthquake). 2. Factored Resistance is based on the same lumber of joist and header.. Factored Resistance is for the same load conditions on both sides of the hanger. 4. Factored Resistance is for one side of the hanger. 5. Number of nails is for one side of the hanger. 6. Verify that dimensions of wood members are adequate to transfer tabulated factored loads. 7. All fasteners must be installed to obtain tabulated factored resistance. 8. Specify dimension S 5 Typical GS GS CANADA SCAFFOD SUPPY CO. TD.

18 PC POST CAPS PC Post Caps provide connections for post-beam combinations in the medium load requirements. MATERIA: 12 ga. (PC ga.) FASTENERS: 16d 1 / " 2 ( 1 / " 2 common nails) Fasteners (16d x 1 / 2 " Nails) Post Surfaces Uplift ateral Uplift ateral Size A C PC/EPC PC EPC PC/EPC PC EPC PC 44 4 x 4 9 / 16 9 / / / 8 1 / ,00,970 2,647 1,618 2,791 1,861 PC x 4 9 / 16 9 / / / 8 1 / ,840,970 2,647 1,294 2,791 1,861 PC 46 4 X 6 9 / / / / 4 1 / ,00,970 2,647 1,618 2,791 1,861 PC X 6 9 / / / / 4 1 / ,840,970 2,647 1,294 2,791 1,861 PC 48 4 X 8 9 / / / / 4 1 / ,00 5,294,970 1,618,722 2,791 PC X 8 9 / / / / 4 1 / ,840 5,294,970 1,294,722 2,791 PC 64 6 X / 2 9 / / / 8 1 / ,00,970 2,647 1,618 2,791 1,861 PC X / 2 9 / / / 8 1 / ,840,970 2,647 1,294 2,791 1,861 PC 66 6 X / / / / 4 1 / ,00,970,970 1,618 2,791 2,791 PC X / / / / 4 1 / ,840,970,970 1,294 2,791 2,791 PC 68 6 X / / / / 4 1 / ,00 5,294,970 1,618,722 2,791 PC X / / / / 4 1 / ,00 5,294,970 1,618,722 2,791 PC 84 8 X / 2 9 / / / 8 / ,00,970,970 1,618 2,791 2,791 PC 86 8 X / / / / 4 / ,00,970,970 1,618 2,791 2,791 PC 88 8 X / / / / 4 / ,00 5,294,970 1,618,722 2, Factored Resistance for lateral load has been increased by 15 % for short-term load duration (wind, earthquake). 2. ateral oad Resistance is in the direction of the beam s axis for continuous beams. If the beams are joined over post, the ateral Resistance shall be reduced by 50 %.. olt holes provide optional installation with 1 / 2" bolts. 4. EPC End Column Cap. SURFACE 2 ATERA 1 PC 4 SURFACE A SURFACE C Typical PC Typical EPC 4 EPC SURFACE A 2 1 CANADA SCAFFOD SUPPY CO. TD. 17

19 CC COUMN CAPS Column Caps are used for heavy-duty column to beam connections. MATERIA: See table Corrosion resistant primer FASTENERS: olts olts Ga eam Post CC ECC Normal Uplift F1 F2 Normal Uplift F1 F2 CC 1 / / 4 5 / / / / / 8 26,751 4,60 7,82 4,61 22,255 4,249 7,28,956 CC 1 / / / / / / / 8 26,751 4,60 7,82 6,969 22,255 4,249 7,28 6,227 CC / 8 5 / / / / / 8 0,48 4,60 7,82 4,61 24,95 4,249 7,28,956 CC / / / / / / 8 1,247 4,60 7,82 6,969 25,852 4,249 7,28 6,227 CC 5 1 / / 4 5 / / / / 4 44,060 7,194 11,08 5,28 6,192 6,159 10,18 4,56 CC 5 1 / / / / / / 4 59,47 7,194 11,08 8,407 49,21 6,159 10,18 7,194 CC 5 1 / / / / / / 4 59,47 7,194 11,08 9,756 49,21 6,159 10,18 9,149 CC / 2 5 / / / / / 8 46,08 6,744 7,82 4,61 7,991 6,272 7,28,956 CC / / / / / / 8 49,006 6,744 7,82 6,969 40,689 6,272 7,28 6,227 CC / / / / / / 8 49,006 6,969 7,82 9,74 40,689 6,497 7,28 9,149 CC / / / / / / / 8 49,006 6,969 7,82 9,74 40,689 6,497 7,28 9,149 CC 7 1 / / 8 5 / / / / 4 59,796 7,194 11,08 5,28 47,657 6,159 10,18 4,56 CC 7 1 / / / / / / 4 7,959 7,194 11,08 8,407 61,70 6,159 10,18 7,194 CC 7 1 / / / / / / / 4 7,959 9,869 11,08 9,869 61,70 9,149 10,18 9,149 CC / 8 5 / / / / 4 57,77 7,194 11,08 5,28 47,42 6,159 10,18 4,56 CC / / / / / 4 72,610 7,194 11,08 8,407 60,246 6,159 10,18 7,194 CC / / / / / 4 72,610 9,869 11,08 9,869 60,246 9,149 10,18 9,149 CC / / / / / 4 72,610 9,869 11,08 9,869 60,246 9,149 10,18 9,149 CC / / / / / 4 79,10 7,194 11,08 8,407 65,642 6,159 10,18 7,194 CC / / / / / 4 79,10 9,869 11,08 9,869 65,642 9,149 10,18 9,149 CC / / / / / 4 9,517 7,194 11,08 8,407 77,556 6,159 10,18 7,194 CC / / / / / 4 9,517 9,869 11,08 9,869 77,556 9,149 10,18 9,149 CC / / / / / 4 100,260 7,194 11,08 8,407 8,176 6,159 10,18 7, Factored Resistance for normal load is based on beam bearing and column compressive resistance. 2. Column size assumed 1 x 2; no buckling considered.. Normal load and Uplift apply to CC only. 4. Factored Resistance for Uplift and ateral oad (F1 and F2) is increased by 15 % for short-term load duration (wind, earthquake). 5. Uplift Factored Resistance is lesser of column bolts resistance and beam bolts resistance (one beam only) for vertical load. 6. It is assumed that beams are joined over column. 7. ECC End Column Cap. 8. CCC Cross Column Cap. 9. ECC (ECCR) Column Cap eft (Right). ECC is an ECC End Column Cap with beam seat top flush. 10. Straps are centred upon the top unless otherwise specified. 11. Column straps may be rotated 90 on special orders where 1 is greater than Any 2 dimension may be specified in combination with any column cap size given F F CC ECC 18 CANADA SCAFFOD SUPPY CO. TD.

20 CC COUMN CAPS (CONTINUED ) " min. OPTION IT STRAPS ROTATED Typical CC 1 CCC 2 1 Typical CCC CCT 2 2 CCO Typical CCT CCO Typical ECC ECC 2 CANADA SCAFFOD SUPPY CO. TD. 19

21 C POST CAP/ASE Dual purpose C Post Cap/ase combination can be used for light post-cap or post base connections. MATERIA: 18 ga. FASTENERS: 16d 1 / " 2 ( 1 / " 2 common nails) Fasteners (total) Surface A C ateral Uplift ateral Uplift POST CAP APPICATION C 4 9 / 16 9 / 16 / 8 / 8-1,726 1,990 1,214 1,96 C 46 9 / / / 2 1 / / 2 1 / 2 6-1,726 1,990 1,214 1,96 C / / / / 2 / 8 / ,452,970 2,428 2,790 C / / / / ,452,970 2,428 2,790 C 4R ,452,970 2,428 2,790 C 46R ,452,970 2,428 2,790 C 6R ,452,970 2,428 2,790 C 8R ,452,970 2,428 2,790 POST ASE APPICATION C 40 9 / 16 - / C40R C / / / C 460R C / / 2 - / C 60R C / / C 80R Factored Resistance for Uplift and ateral oad has been increased by 15 % for short-term load duration (wind, earthquake). 2. ateral oad Resistance is in the direction of the beam s axis and it is assumed that beams are joined over column. A ATERA C 8 A 2 A C 2 C 4 2 Typical C C 80 ASE 20 CANADA SCAFFOD SUPPY CO. TD.

22 PCT POST CAPS Post Caps can be installed before, during and after beams are erected. MATERIA: See table FASTENERS: 16d 1 / " 2 ( 1 / " 2 common nails) Fasteners Post Ga (16d x 1 / Size 2 " Nails) D.Fir eam Post Uplift ateral Uplift ateral PCT 4 4 X / / ,647 1,985 1,861 1,96 PCT 4R 4 X 4 (R) ,647 1,985 1,861 1,96 PCTE 4 4 X / ,985 1,24 1,96 91 PCT 6 6 X / / ,647 1,985 1,861 1,96 PCT 6R 6 X 6 (R) ,647 1,985 1,861 1,96 PCTE 6 6 X / ,985 1,24 1,96 91 PCT 8R 8 X 8 (R) ,647 1,985 1,861 1, PCT 1. Factored Resistance for Uplift and ateral oad has been increased by 15 % for short-term load duration (wind, earthquake). 2. ateral oad Resistance is in the direction of the beam s axis.. oads apply only when used in pairs. 4. PCTE End Column Cap. 5. PCTR for rough sizes of lumber. ATERA Typical PCT Typical EPCT JP/J FOOR EAM EVEER Provides precise height and levelling for columns and floor beams. MATERIA: 10 ga. saddle and ga. base for J. Prime paint FASTENERS: 16d 1 / " 2 ( 1 / " 2 common nails) Variable eights Threaded ength Factored Resistance (Compression) [lbs] JP / 4 1,0 J ,0 J ,0 J / 16 1,0 J ,0 J ,0 J , /4" TREADED ROD KEEPER /4" NUT 1 1/16" PIPE (/4" I.D.) JP 1. Variation of sizes is available upon request. 2. Do not apply lifting forces.. Check bearing resistance of beam. 4. JP-Jack Pier. J Typical JP CANADA SCAFFOD SUPPY CO. TD. 21

23 Powder Coated 4-16d Finish FOR 5/8" OTS FOR /4" OTS C COUMN ASE C Column ases are used for post and column conditions requiring high structural strength and durable performance. MATERIA: See table Prime paint FASTENERS: olts ATERA Post Size Ga. 1 2 olts ateral Uplift ateral Uplift C 44 4x4 9 / 16 9 / 16 5,25 6,179 4,808 5,52 C 46 4x6 9 / / 2 5,25 6,179 4,808 5,52 7 C 48 4x8 9 / / 2 5,25 6,179 4,808 5,52 C 66 6x6 5 9 / / / 8 " 6,411 7,8 5,79 7,290 C C 68 6x8 5 9 / / 2 6,411 7,8 5,79 7,290 1 C 610 6x / / 2 6,411 7,8 5,79 7,290 C 612 6x / / 2 6,411 7,8 5,79 7,290 C 88 8x8 7 9 / / 2 9,51 11,090 8,505 10,15 C 810 8x / / 2 9,51 11,090 8,505 10,15 C 812 8x / / 2 9,51 11,090 8,505 10, / C x / " / 2 9,51 11,090 8,505 10,15 C x / / 2 9,51 11,090 8,505 10,15 C x / / 2 9,51 11,090 8,505 10,15 1. Factored Resistance for Uplift and ateral oad has been increased by 15 % for short-term load duration (wind, earthquake). 2. Check the edge distance for concrete embedment (designed by others). Typical C CPR CARPORT RACKET Medium duty post base designed to be embeded into wet concrete. MATERIA: 12 ga. See Table FASTENERS: 16d 1 / " 2 ( 1 / " 2 common nails) ateral Factored Post Nails Resistance [lbs] Size CPR 44PC 4X4 9 / 16 1 / 2 1, CPR 46PC 4X6 9 / / 2 1, CPR 66PC 6X6 5 9 / / 2 1, CP 44RPC 4X4(R) 4 1 / 8 4 1, CP 66RPC 6X6(R) 6 1 / 8 6 1, CP 88 8X8 Galv. 7 9 / / 2 1, CP 88R 8X8(R) Galv. 8 1 / 8 8 1, CPR Typical CPR 1. Factored Resistance for ateral oad has been increased by 15 % for short-term load duration (wind, earthquake). 2. Powder Coated finish is recommended for treated wood applications.. CPR allows 1" clearance above concrete. 4. Other sizes are available upon request. 22 CANADA SCAFFOD SUPPY CO. TD.

24 F FENCE RACKET F Fence rackets are used for fence post applications. MATERIA: 7 ga. Prime paint FASTENERS: / 8" Machine olts Post Ga. olts Size ateral Uplift ateral Uplift F 44 4X4 9 / 16 1 / 2 2,585,878 2,405,619 F 44R 4X4(R) 4 1 / 8 4 2,585,878 2,405,619 F 66 6X6 5 9 / / 2 2,585,878 2,405,619 7 F 66R 6X6(R) / 8 " / 8 6 2,585,878 2,405,619 F 88 8x8 7 9 / / 2 2,585,878 2,405,619 F 88R 8x8(R) 8 1 / 8 8 2,585,878 2,405, Factored Resistance for Uplift and ateral oad has been increased by 15 % for short-term load duration (wind, earthquake). 2. Check the edge distance for concrete embedment (designed by others).. Available in other sizes upon request. F FK FENCE RACKET FK are used for fence post applications. MATERIA: ga. Prime paint FASTENERS: 1 / 2" Machine olts or 1 / 2" x 1 / 2 ag Screws Post olts Ga. Size (Screws) ateral Uplift ateral Uplift 1 / 2 " Machine olts FK 44 4X4 9 / ,248,72 2,091,147 FK 44R 4X4(R) 4 1 / ,248,72 2,091,147 FK 66 6X / 2 " / ,248,72 2,091,147 FK 66R 6X6(R) 6 1 / ,248,72 2,091,147 1 / 2 " x 1 / 2 " ag Screws FK 44 4X4 9 / ,720 2,569 1,02 1,951 FK 44R 4X4(R) 4 1 / ,720 2,569 1,02 1,951 FK 66 6X / 2 " / ,720 2,569 1,02 1,951 FK 66R 6X6(R) 6 1 / ,720 2,569 1,02 1,951 FK - "A" (STANDARD) FK - "" (NARRO) 1. Factored Resistance for Uplift and ateral oad can be increased by 15 % for short-term load duration (wind, earthquake). 2. Check the edge distance for concrete embedment (designed by others).. Available in other sizes upon request. 4. Option with Machine olts is preferable (shrinkage of lumber). 5. ase Plate comes with 9 / 16 hole. ATERA Typical FK FK - CORNER (ag Screws only) 1 2 FK - "C" TYPE CANADA SCAFFOD SUPPY CO. TD. 2

25 DA OD-DONS old-downs are used to transfer tension and shear loads between floors, shear walls and anchor studs to foundations. MATERIA: See table or prime painted (welded models). FASTENERS: olts Material Factored Resistance - Uplift [lbs] olts ody ase C D SO C Ga. Ga Anchor Studs 1 1 / 2 " " 4 1 / 2 " 6" 7 1 / 2 " D.Fir D 2A / / / / / 8 1 / / 8 5 / 8 " 2-5 / 8 " 1,078 2,22,464,645,645 D 5A / / 4 7 / 16 / 4 7 / 16 2 / 4 " 2 - / 4 " 1,96 2,921 4,214 5,455 5,455 D 6A / 4 1 / 2 / 16 1 / 4 7 / / 8 7 / 8 " 2-7 / 8 " 1,758,257 4,98 6,77 7,575 D 8A / / 4 1 / 2 / 16 / 8 7 / / 8 7 / 8 " - 7 / 8 " 2,52 4,4 6,566 9,022 10,41 D 10A / 4 1 / 2 / 16 / 8 7 / / 8 7 / 8 " 4-7 / 8 " 2,895 5,274 8,014 11,01 12,720 D 2A / / / / / 8 1 / / 8 5 / 8 " 2-5 / 8 " 1,008 2,016,09,490,490 D 5A / / 4 7 / 16 / 4 7 / 16 2 / 4 " 2 - / 4 " 1,18 2,689,826 5,196 5,196 D 6A / 4 1 / 2 / 16 1 / 4 7 / / 8 7 / 8 " 2-7 / 8 " 1,680,025 4,524 6,127 7,21 D 8A / / 4 1 / 2 / 16 / 8 7 / / 8 7 / 8 " - 7 / 8 " 2,249 4,0 6,02 8,195 8,950 D 10A / 4 1 / 2 / 16 / 8 7 / / 8 7 / 8 " 4-7 / 8 " 2,766 4,98 7,68 10,005 12, Factored resistance is based on parallel to grain loading in accordance with CSA Factored resistance is increased by 15 % for short term load duration (wind, earthquake).. C is the required minimum distance from the end of the stud to the centre of the first hole. 4. ood member must have adequate load carrying capacity at the critical net section. 5. The anchor bolts between the concrete and hold down shall have sufficient embedments to resist the tabulated loads. 6. olts holes shall be a minimum of 1 / 2" and maximum of 1 / 16" larger than the diameter of the bolt to be installed. 7. Standard washers are required for anchor and stud bolts. D D D D D D C C C C Typical DA SO D 2A (D 5A and D 6A similar) C SO D 8A C SO D 10A 24 CANADA SCAFFOD SUPPY CO. TD.

26 TT TENSION TIES Provide wood-to-concrete and wood-to-masonry connections for retrofit or new constructions. MATERIA: See table FASTENERS: See table Ga. Fasteners Factored Tensile Resistance [lbs] Anchor Strap ase Nails olts Plate olt Nails olts Nails olts TT / 4 19 / 4 " 8-16d - 2,647-1,861 - TT / 8 " 10-16d 2-1 / 2 ",09 2,499 2,27 2,405 TT / / 8 " 24-16d 4-1 / 2 " 7,126,956 5,010, TT / / 8 " 18-16d - 5,956-4,188 - TT / / 8 " 2-16d - 8,84-7,445 - Typical TT Factored Tensile Resistance has been increased by 15 % for short-term load duration (wind, earthquake). 2. Designer must specify anchor bolt embedment.. Factored Resistance for bolts is based on 1 1 / 2" lumber thickness. 4. For nails connections minimum lumber thickness is " Typical TT 22 TT TT 20 TT 22 2 TT A MATERIA: ANCOR OTS Round bars are metal D A 1 / 2 X6 (C) 6 A 1 / 2 X8 (C) 8 1 / 2 A 1 / 2 X10 (C) 10 A 1 / 2 X12 (C) 12 A 5 / 8 X6 (C) 6 A 5 / 8 X8 (C) 8 5 / 8 A 5 / 8 X10 (C) 10 A 5 / 8 X12 (C) 12 A / 4 X6 (C) 6 A / 4 X8 (C) 8 / 4 A / 4 X10 (C) 10 A / 4 X12 (C) 12 Typical A 1. All anchor bolts c/w nuts & washers. 2. A - shaped anchor bolt.. AC crimped anchor bolt. 4. Other sizes are available. A - crimped D A - "" shaped CANADA SCAFFOD SUPPY CO. TD. 25