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Installation
                       Information
TECHNICAL DATA FOR THE PROPER INSTALLATION OF JSI PRODUCTS

               WESTERN CANADA Tel: 1-877-259-0714
               EASTERN CANADA Tel: 1-866-913-7790
                   QUEBEC Tel: 1-800-361-8669
                        www.jagerewp.com




                                                        VER 070627
Info Instalacionvigas.Ca
For discontinuous JSI; JSI blocking
                                    required for each joist cavity. For   8d nails at 6quot;
                           continuous JSI, in non load bearing wall       o.c. or as per
                         conditions; JSI blocking required every 4th      local building
                             joist cavity to a maximum of 8' o.c. For     code
                                 continuous JSI, in load bearing wall
                          conditions, JSI blocking required for each
                           joist cavity or Squash Blocks (see detail
                           17f) with JSI blocking required every 4th
                                  joist cavity to a maximum of 8' o.c.




                                                                          Squash block as
                                                                          required (see table)
                                                                          For discontinuous
                                                                          JSI; JSI blocking required for each joist
                                                                          cavity. For continuous JSI, in non load bearing wall conditions; JSI
                                                                          blocking required every 4th joist cavity to a maximum of 8' o.c. For
                                                                          continuous JSI, in load bearing wall conditions, JSI blocking required
                                                                          for each joist cavity or Squash Blocks (see detail 17f) with JSI
                                                                          blocking required every 4th joist cavity to a maximum of 8' o.c.


             Reinforced Load Bearing
             Cantilever




Note: 1. Refer to JSI User Guide for Factored Resistance of Blocking 2. Refer to JSI User Guide for Reinforced Load Bearing Cantilever 3. Refer to JSI User Guide for Factored Resistance of Squash Blocks
Two 10d nails at top
                                                                              and bottom flange
                                                                                    APA rim board




 Two 10d nails at top
 and bottom flange                                                             2x4 at 24quot; o.c.
                                                                            may be required
                                                                           to support load or
                                                                              as required per
                                                                          local building code




1-1/8 APA rim board blocking
each side (Rim board depth
to match JSI depth)




                               (Gluing and nailing of the blocking may reduce floor squeaks)




                                                                                      gypsum board
(unfactored) (see table)
Filler block (see table). Length of
filler block as required to
accommodate load




                                                                                 (see table). Length of backer block                               . Length of backer
                                                                                 as required to accommodate load                block as required to accommodate load




                                                Backer       Backer                   Nail     Side Load–Low Factored Resistance       Side Load–High Factored Resistance
                                      Depth                               Nail
                      Series                   Block Min.     Block                 Number
                                       (in)                               Size                                       Factored                                 Factored
                                               Depth (in)    Material               of Rows   Nail Spacing (in)                       Nail Spacing (in)
                                                                                                                  Resistance (plf)                         Resistance (plf)
                                      9-1/2      5-1/2                    10d          2              6                 495                   3                  990
                                                 7-1/4           1quot;       10d          2              6                 495                   3                  990
                     JSI 2000         11-7/8
                                                             Structural
                     JSI 3000          14        10-3/4     Wood Panel    10d          3              6                 745                   3                 1,490
                                       16        12-3/4                   10d          3              6                 745                   3                 1,490
                                      9-1/2      5-1/2                    16d          2              6                 550                   3                 1,105
                                      11-7/8     7-1/4                    16d          2              6                 550                   3                 1,105
                     JSI 4000          14        10-3/4                   16d          3              6                 830                   3                 1,655
                                                               2x_
                     JSI 4400          16        12-3/4                   16d          3              6                 830                   3                 1,655
                                       18        14-3/4                   16d          4              6                1,105                  3                 2,210
                                       20        16-3/4                   16d          4              6                1,105                  3                 2,210




                                                Backer       Backer                   Nail     Side Load–Low Factored Resistance       Side Load–High Factored Resistance
                                      Depth                               Nail
                      Series                   Block Min.     Block                 Number
                                       (in)                               Size                                       Factored                                Factored
                                               Depth (in)    Material               of Rows   Nail Spacing (in)                       Nail Spacing (in)
                                                                                                                  Resistance (plf)                        Resistance (plf)
                                      9-1/2      5-1/2                    10d          2             6                  395                  3                  790
                                                 7-1/4           1quot;       10d          2             6                  395                  3                   790
                     JSI 2000         11-7/8
                                                             Structural
                     JSI 3000          14        10-3/4     Wood Panel    10d          3             6                  595                  3                  1,190
                                       16        12-3/4                   10d          3             6                  595                  3                  1,190
                                      9-1/2      5-1/2                    16d          2             6                  435                  3                   870
                                      11-7/8     7-1/4                    16d          2             6                  435                  3                   870
                     JSI 4000          14        10-3/4                   16d          3             6                  655                  3                  1,310
                                                               2x_
                     JSI 4400          16        12-3/4                   16d          3             6                  655                  3                  1,310
                                       18        14-3/4                   16d          4             6                  870                  3                  1,745
                                       20        16-3/4                   16d          4             6                  870                  3                  1,745




                                                  Filler      Filler                  Nail    Transfer Load–Low Factored Resistance   Transfer Load–High Factored Resistance
                                      Depth                               Nail
                      Series                   Block Min.     Block                 Number
                                       (in)                               Size                                       Factored                                Factored
                                               Depth (in)    Material               of Rows   Nail Spacing (in)                       Nail Spacing (in)
                                                                                                                  Resistance (plf)                        Resistance (plf)
                                      9-1/2      5-1/2                     8d          2             8                  235                  4                  475
                                                                2x_
                     JSI 2000         11-7/8     7-1/4       Plus 5/8quot;     8d          2             8                  235                  4                   475
                     JSI 3000          14        10-3/4      Structural    8d          3             8                  355                  4                   710
                                                            Wood Panel
                                       16        12-3/4                    8d          3             8                  355                  4                   710
                                      9-1/2      5-1/2                    10d          2             8                  295                  4                   595
                                      11-7/8     7-1/4                    10d          2             8                  295                  4                   595
                                                               2-2x_
                     JSI 4000          14        10-3/4      Plus 3/8quot;    10d          3             8                  445                  4                   890
                     JSI 4400          16        12-3/4      Structural   10d          3             8                  445                  4                   890
                                                            Wood Panel
                                       18        14-3/4                   10d          4             8                  595                  4                  1,190
                                       20        16-3/4                   10d          4             8                  595                  4                  1,190
Beveled Plate1 with Cantilever
3 1/2quot; minimum
                                                                 3



       Series          Web Stiffener Material       Minimum Stiffener Dimensions (In)   Nails
                      Wood Structural Panel(1)                  1 x 2-5/16              4 - 8d
   JSI 2000 & 3000
                       Dimensional Lumber(2)                  1-1/2 x 2-1/2             4 - 10d

                      Wood Structural Panel(1, 2)               1 x 2-5/16              4 - 8d
   JSI 4000 & 4400
                        Dimensional Lumber                    1-1/2 x 2-1/2             4 - 10d

Notes:
1. Face grain vertical
2. Not for use with face mount hangers
3. Refer to JSI User Guide for
   Factored Reaction Values for JSI


                                                                                                                   (unfactored)
40 PSF Live Load and 30 PSF Dead Load                                                               480




                                                                                                            Round Hole Diameter (in)
            Depth (in)      Series
                                           2          3        4             5           6        6-1/4      7         8          8-5/8      9       10      10-3/4     11           12        12-3/4
                          JSI 2000        1'-9quot;     2'-9quot;    3'-9quot;        4'-11quot;        6'-2quot;      6'-6quot;
              9-1/2       JSI 3000       1'-11quot;     2'-11quot;   4'-0quot;        5'-2quot;         6'-7quot;     6'-11quot;
                          JSI 4000        3'-0quot;     4'-1quot;    5'-2quot;        6'-4quot;         7'-6quot;     7'-10quot;
                          JSI 2000        0'-7quot;     1'-6quot;    2'-6quot;        3'-7quot;         4'-8quot;     4'-11quot;   5'-10quot;     7'-0quot;       7'-11quot;
                          JSI 3000       0'-10quot;     1'-10quot;   2'-10quot;       3'-11quot;        5'-0quot;      5'-3quot;   6'-2quot;      7'-4quot;       8'-3quot;
              11-7/8
                          JSI 4000        2'-0quot;     3'-0quot;    4'-0quot;        5'-1quot;         6'-3quot;      6'-6quot;   7'-5quot;      8'-7quot;       9'-5quot;
                          JSI 4400        2'-0quot;     3'-0quot;    4'-0quot;        5'-1quot;         6'-3quot;      6'-6quot;   7'-5quot;      8'-7quot;       9'-5quot;
                          JSI 2000        0'-7quot;     0'-8quot;    0'-8quot;        1'-6quot;         2'-7quot;     2'-10quot;   3'-7quot;     4'-11quot;       5'-10quot;   6'-4quot;    7'-10quot;    9'-0quot;
                          JSI 3000        0'-7quot;     0'-8quot;    0'-8quot;        1'-7quot;         2'-9quot;      3'-1quot;   4'-1quot;      5'-6quot;       6'-4quot;    6'-11quot;   8'-5quot;     9'-7quot;
                14
                          JSI 4000        0'-9quot;     1'-9quot;    2'-9quot;        3'-10quot;       4'-11quot;      5'-2quot;   6'-0quot;      7'-2quot;       7'-11quot;   8'-5quot;    9'-8quot;    10'-8quot;
                          JSI 4400        0'-9quot;     1'-9quot;    2'-9quot;        3'-10quot;       4'-11quot;      5'-2quot;   6'-0quot;      7'-2quot;       7'-11quot;   8'-5quot;    9'-8quot;    10'-11quot;
                          JSI 2000        0'-7quot;     0'-8quot;    0'-8quot;        0'-9quot;         0'-9quot;     0'-10quot;   1'-9quot;      3'-1quot;       3'-11quot;   4'-5quot;    5'-9quot;    6'-10quot;    7'-3quot;        8'-9quot;      9'-11quot;
                          JSI 3000        0'-7quot;     0'-8quot;    0'-8quot;        0'-9quot;         0'-9quot;     0'-10quot;   1'-9quot;      3'-1quot;       3'-11quot;   4'-5quot;    5'-9quot;    6'-10quot;    7'-4quot;        9'-1quot;      10'-6quot;
                16
                          JSI 4000        0'-7quot;     0'-8quot;    0'-8quot;        1'-8quot;         2'-8quot;     2'-11quot;   3'-9quot;     4'-11quot;       5'-9quot;    6'-3quot;    7'-8quot;    8'-10quot;    9'-2quot;        10'-9quot;     12'-0quot;
                          JSI 4400        0'-7quot;     0'-8quot;    0'-8quot;        1'-8quot;         2'-8quot;     2'-11quot;   3'-10quot;     5'-2quot;       6'-0quot;    6'-7quot;    8'-0quot;     9'-1quot;    9'-6quot;        11'-1quot;     12'-3quot;
                          JSI 4000        0'-7quot;     0'-9quot;    1'-9quot;        2'-9quot;        3'-10quot;      4'-1quot;   4'-11quot;     6'-0quot;       6'-9quot;    7'-2quot;    8'-3quot;     9'-2quot;    9'-6quot;        10'-9quot;     11'-8quot;
                18
                          JSI 4400        0'-7quot;     1'-1quot;    2'-1quot;        3'-2quot;         4'-3quot;      4'-6quot;   5'-4quot;      6'-5quot;       7'-1quot;    7'-6quot;    8'-8quot;     9'-7quot;    9'-11quot;       11'-2quot;     12'-1quot;
                          JSI 4000        0'-7quot;     0'-8quot;    0'-8quot;        1'-5quot;         2'-5quot;      2'-8quot;   3'-6quot;      4'-7quot;       5'-3quot;    5'-7quot;    6'-9quot;     7'-7quot;    7'-11quot;       9'-1quot;      10'-0quot;
                20
                          JSI 4400        0'-7quot;     0'-8quot;    0'-8quot;        1'-5quot;         2'-5quot;      2'-8quot;   3'-6quot;      4'-7quot;       5'-3quot;    5'-7quot;    6'-9quot;     7'-7quot;    7'-11quot;       9'-1quot;      10'-0quot;




                                                                                                                                                              Table.




                                     Joist Series

                                                                                                                                                                               Nail       Diameter (in)        Length (in)
                                                                                                                                                                                 8d            0.113              2-1/2
                                                                   ICC ESR       2077
                                                                                                                                                                                10d            0.128                3
                                                                   CCMC
                                                                   NY City
                                                                                 13236-R
                                                                                 MEA 393-91-M VOL.II
                                                                                                                              Limit States Design                               12d            0.128              3-1/4
                                                                   HUD           SEB-1130
                                                                   CALIF         PA-128                                                                                         16d            0.135              3-1/2
Made In Canada - Plant No: 1004
                                                                   LA City       RR 25384                                                                                    Nail bending yield strength (Fyb) = 100,000 psi
                                                                   ICC ESR       1405 (APA)
                                                                                                                                              panels shown are

                         Third Party Inspection Agency               Evaluation Reports

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Info Instalacionvigas.Ca

  • 1. Installation Information TECHNICAL DATA FOR THE PROPER INSTALLATION OF JSI PRODUCTS WESTERN CANADA Tel: 1-877-259-0714 EASTERN CANADA Tel: 1-866-913-7790 QUEBEC Tel: 1-800-361-8669 www.jagerewp.com VER 070627
  • 3. For discontinuous JSI; JSI blocking required for each joist cavity. For 8d nails at 6quot; continuous JSI, in non load bearing wall o.c. or as per conditions; JSI blocking required every 4th local building joist cavity to a maximum of 8' o.c. For code continuous JSI, in load bearing wall conditions, JSI blocking required for each joist cavity or Squash Blocks (see detail 17f) with JSI blocking required every 4th joist cavity to a maximum of 8' o.c. Squash block as required (see table) For discontinuous JSI; JSI blocking required for each joist cavity. For continuous JSI, in non load bearing wall conditions; JSI blocking required every 4th joist cavity to a maximum of 8' o.c. For continuous JSI, in load bearing wall conditions, JSI blocking required for each joist cavity or Squash Blocks (see detail 17f) with JSI blocking required every 4th joist cavity to a maximum of 8' o.c. Reinforced Load Bearing Cantilever Note: 1. Refer to JSI User Guide for Factored Resistance of Blocking 2. Refer to JSI User Guide for Reinforced Load Bearing Cantilever 3. Refer to JSI User Guide for Factored Resistance of Squash Blocks
  • 4. Two 10d nails at top and bottom flange APA rim board Two 10d nails at top and bottom flange 2x4 at 24quot; o.c. may be required to support load or as required per local building code 1-1/8 APA rim board blocking each side (Rim board depth to match JSI depth) (Gluing and nailing of the blocking may reduce floor squeaks) gypsum board
  • 5. (unfactored) (see table) Filler block (see table). Length of filler block as required to accommodate load (see table). Length of backer block . Length of backer as required to accommodate load block as required to accommodate load Backer Backer Nail Side Load–Low Factored Resistance Side Load–High Factored Resistance Depth Nail Series Block Min. Block Number (in) Size Factored Factored Depth (in) Material of Rows Nail Spacing (in) Nail Spacing (in) Resistance (plf) Resistance (plf) 9-1/2 5-1/2 10d 2 6 495 3 990 7-1/4 1quot; 10d 2 6 495 3 990 JSI 2000 11-7/8 Structural JSI 3000 14 10-3/4 Wood Panel 10d 3 6 745 3 1,490 16 12-3/4 10d 3 6 745 3 1,490 9-1/2 5-1/2 16d 2 6 550 3 1,105 11-7/8 7-1/4 16d 2 6 550 3 1,105 JSI 4000 14 10-3/4 16d 3 6 830 3 1,655 2x_ JSI 4400 16 12-3/4 16d 3 6 830 3 1,655 18 14-3/4 16d 4 6 1,105 3 2,210 20 16-3/4 16d 4 6 1,105 3 2,210 Backer Backer Nail Side Load–Low Factored Resistance Side Load–High Factored Resistance Depth Nail Series Block Min. Block Number (in) Size Factored Factored Depth (in) Material of Rows Nail Spacing (in) Nail Spacing (in) Resistance (plf) Resistance (plf) 9-1/2 5-1/2 10d 2 6 395 3 790 7-1/4 1quot; 10d 2 6 395 3 790 JSI 2000 11-7/8 Structural JSI 3000 14 10-3/4 Wood Panel 10d 3 6 595 3 1,190 16 12-3/4 10d 3 6 595 3 1,190 9-1/2 5-1/2 16d 2 6 435 3 870 11-7/8 7-1/4 16d 2 6 435 3 870 JSI 4000 14 10-3/4 16d 3 6 655 3 1,310 2x_ JSI 4400 16 12-3/4 16d 3 6 655 3 1,310 18 14-3/4 16d 4 6 870 3 1,745 20 16-3/4 16d 4 6 870 3 1,745 Filler Filler Nail Transfer Load–Low Factored Resistance Transfer Load–High Factored Resistance Depth Nail Series Block Min. Block Number (in) Size Factored Factored Depth (in) Material of Rows Nail Spacing (in) Nail Spacing (in) Resistance (plf) Resistance (plf) 9-1/2 5-1/2 8d 2 8 235 4 475 2x_ JSI 2000 11-7/8 7-1/4 Plus 5/8quot; 8d 2 8 235 4 475 JSI 3000 14 10-3/4 Structural 8d 3 8 355 4 710 Wood Panel 16 12-3/4 8d 3 8 355 4 710 9-1/2 5-1/2 10d 2 8 295 4 595 11-7/8 7-1/4 10d 2 8 295 4 595 2-2x_ JSI 4000 14 10-3/4 Plus 3/8quot; 10d 3 8 445 4 890 JSI 4400 16 12-3/4 Structural 10d 3 8 445 4 890 Wood Panel 18 14-3/4 10d 4 8 595 4 1,190 20 16-3/4 10d 4 8 595 4 1,190
  • 7. 3 1/2quot; minimum 3 Series Web Stiffener Material Minimum Stiffener Dimensions (In) Nails Wood Structural Panel(1) 1 x 2-5/16 4 - 8d JSI 2000 & 3000 Dimensional Lumber(2) 1-1/2 x 2-1/2 4 - 10d Wood Structural Panel(1, 2) 1 x 2-5/16 4 - 8d JSI 4000 & 4400 Dimensional Lumber 1-1/2 x 2-1/2 4 - 10d Notes: 1. Face grain vertical 2. Not for use with face mount hangers 3. Refer to JSI User Guide for Factored Reaction Values for JSI (unfactored)
  • 8. 40 PSF Live Load and 30 PSF Dead Load 480 Round Hole Diameter (in) Depth (in) Series 2 3 4 5 6 6-1/4 7 8 8-5/8 9 10 10-3/4 11 12 12-3/4 JSI 2000 1'-9quot; 2'-9quot; 3'-9quot; 4'-11quot; 6'-2quot; 6'-6quot; 9-1/2 JSI 3000 1'-11quot; 2'-11quot; 4'-0quot; 5'-2quot; 6'-7quot; 6'-11quot; JSI 4000 3'-0quot; 4'-1quot; 5'-2quot; 6'-4quot; 7'-6quot; 7'-10quot; JSI 2000 0'-7quot; 1'-6quot; 2'-6quot; 3'-7quot; 4'-8quot; 4'-11quot; 5'-10quot; 7'-0quot; 7'-11quot; JSI 3000 0'-10quot; 1'-10quot; 2'-10quot; 3'-11quot; 5'-0quot; 5'-3quot; 6'-2quot; 7'-4quot; 8'-3quot; 11-7/8 JSI 4000 2'-0quot; 3'-0quot; 4'-0quot; 5'-1quot; 6'-3quot; 6'-6quot; 7'-5quot; 8'-7quot; 9'-5quot; JSI 4400 2'-0quot; 3'-0quot; 4'-0quot; 5'-1quot; 6'-3quot; 6'-6quot; 7'-5quot; 8'-7quot; 9'-5quot; JSI 2000 0'-7quot; 0'-8quot; 0'-8quot; 1'-6quot; 2'-7quot; 2'-10quot; 3'-7quot; 4'-11quot; 5'-10quot; 6'-4quot; 7'-10quot; 9'-0quot; JSI 3000 0'-7quot; 0'-8quot; 0'-8quot; 1'-7quot; 2'-9quot; 3'-1quot; 4'-1quot; 5'-6quot; 6'-4quot; 6'-11quot; 8'-5quot; 9'-7quot; 14 JSI 4000 0'-9quot; 1'-9quot; 2'-9quot; 3'-10quot; 4'-11quot; 5'-2quot; 6'-0quot; 7'-2quot; 7'-11quot; 8'-5quot; 9'-8quot; 10'-8quot; JSI 4400 0'-9quot; 1'-9quot; 2'-9quot; 3'-10quot; 4'-11quot; 5'-2quot; 6'-0quot; 7'-2quot; 7'-11quot; 8'-5quot; 9'-8quot; 10'-11quot; JSI 2000 0'-7quot; 0'-8quot; 0'-8quot; 0'-9quot; 0'-9quot; 0'-10quot; 1'-9quot; 3'-1quot; 3'-11quot; 4'-5quot; 5'-9quot; 6'-10quot; 7'-3quot; 8'-9quot; 9'-11quot; JSI 3000 0'-7quot; 0'-8quot; 0'-8quot; 0'-9quot; 0'-9quot; 0'-10quot; 1'-9quot; 3'-1quot; 3'-11quot; 4'-5quot; 5'-9quot; 6'-10quot; 7'-4quot; 9'-1quot; 10'-6quot; 16 JSI 4000 0'-7quot; 0'-8quot; 0'-8quot; 1'-8quot; 2'-8quot; 2'-11quot; 3'-9quot; 4'-11quot; 5'-9quot; 6'-3quot; 7'-8quot; 8'-10quot; 9'-2quot; 10'-9quot; 12'-0quot; JSI 4400 0'-7quot; 0'-8quot; 0'-8quot; 1'-8quot; 2'-8quot; 2'-11quot; 3'-10quot; 5'-2quot; 6'-0quot; 6'-7quot; 8'-0quot; 9'-1quot; 9'-6quot; 11'-1quot; 12'-3quot; JSI 4000 0'-7quot; 0'-9quot; 1'-9quot; 2'-9quot; 3'-10quot; 4'-1quot; 4'-11quot; 6'-0quot; 6'-9quot; 7'-2quot; 8'-3quot; 9'-2quot; 9'-6quot; 10'-9quot; 11'-8quot; 18 JSI 4400 0'-7quot; 1'-1quot; 2'-1quot; 3'-2quot; 4'-3quot; 4'-6quot; 5'-4quot; 6'-5quot; 7'-1quot; 7'-6quot; 8'-8quot; 9'-7quot; 9'-11quot; 11'-2quot; 12'-1quot; JSI 4000 0'-7quot; 0'-8quot; 0'-8quot; 1'-5quot; 2'-5quot; 2'-8quot; 3'-6quot; 4'-7quot; 5'-3quot; 5'-7quot; 6'-9quot; 7'-7quot; 7'-11quot; 9'-1quot; 10'-0quot; 20 JSI 4400 0'-7quot; 0'-8quot; 0'-8quot; 1'-5quot; 2'-5quot; 2'-8quot; 3'-6quot; 4'-7quot; 5'-3quot; 5'-7quot; 6'-9quot; 7'-7quot; 7'-11quot; 9'-1quot; 10'-0quot; Table. Joist Series Nail Diameter (in) Length (in) 8d 0.113 2-1/2 ICC ESR 2077 10d 0.128 3 CCMC NY City 13236-R MEA 393-91-M VOL.II Limit States Design 12d 0.128 3-1/4 HUD SEB-1130 CALIF PA-128 16d 0.135 3-1/2 Made In Canada - Plant No: 1004 LA City RR 25384 Nail bending yield strength (Fyb) = 100,000 psi ICC ESR 1405 (APA) panels shown are Third Party Inspection Agency Evaluation Reports