1. User Guide
TECHNICAL DATA FOR PROPER USE AND INSTALLATION OF JSI PRODUCTS

2. OUR GUIDING PRINCIPLES
COMPANY program to monitor our manufacturing process. These programs
Jager Engineered Wood Products is Canada’s oldest and largest are the backbone of our quality assurance commitment and our
engineered wood products (EWP) manufacturer and is poised to promise as our customers’ technical higher authority.
become the premier market leader in our industry. Our engineers also take a leading role in developing Canadian and
Jager Engineered Wood Products was founded in 1962 as a pioneer international industry codes and standards and actively support
in wood truss systems. By 1982 Jager Engineered Wood Products university research.
had established itself as a market leader in the engineered wood As industry leaders, we are building the future of engineered wood
Industry as it expanded its product lines to include its patented products based on research, development, and the highest
I-joists—engineered for longer-spanning, superior-performing, standards in the world.
and quieter floors. Today, I-joist production capacity is nearly
130 million lineal feet per year from four manufacturing facilities BE ENABLED BY CUTTING-EDGE SOFTWARE
across Canada. We believe software is too critical to leave to others, so we have
In 1993 Jager Engineered Wood Products added Laminated Veneer our own developers who work closely with our engineers to deliver
Lumber (LVL) to its stable of products with the world's first intuitive, user-friendly, easy-to-learn tools that have stunning
hardwood (aspen and birch) LVL plant. Production of LVL has now graphics and fast interface. Jager’s QuickTools Enterprise Suite™
been dramatically increased with launch of the state of the art integrates layouts, joist and beam analysis, design, and optimization
facility at Amos, Quebec with new capacity of over five million with quotes and orders to maximize our customers’ software user
cubic feet per year. return on investment.
With over 30 years’ experience, Jager Engineered Wood Products All of this is integrated seamlessly with Jager’s innovative
has a rich history of experience and wisdom from which to draw. Interactive Portal for instantaneous, online support—either directly
We know that by staying focused on a few strategic principles, we from QuickTools™ or by accessing www.jagerewp.com. Clients can
will continue to be successful. also call their Regional Sales office for software assistance.
Our guiding principles are: BUNDLE THE EWP STRUCTURAL SYSTEM
We will bundle our JSI brand I-Joists and Temlam brand LVL with
STAY CLOSE TO THE FOREST
our world-class engineering, software, and consultative sales skills
We always have one foot in the forest as a direct tie to the fiber
to position our clients to rule in their local markets.
and primary production of our raw materials. It also means that we
can promise to deliver the finest engineered wood products that BUILD OUR OPERATING MODEL AROUND
are in harmony with the natural performance of the forests we CUSTOMER INTIMACY
manage, maximized by the world class technology. In everything we do, customers are the first consideration. We rally
our entire organization to serve them. We stive to deliver
BE LOWEST-COST MANUFACTURERS
extraordinary levels of service, guidance, and expertise.
As Jager Engineered Wood Products moves quickly toward world-
class operations, our objective is for each operation to be We provide world-class software and collateral sales tools to attract
positioned as “Best of Class”—always focused on doing it better and keep customers who value the best in customer care and
and more efficiently, while maintaining the highest levels of quality. support and who desire to grow with us to market leadership.
We teach and empower our customers for growth and mutual
REMAIN GROUNDED IN SOUND ENGINEERING profitability. Our customers are assured of a guaranteed place in
Sound engineering is at the core of everything we do. It is what our order file for the high-quality EWP products they need to
makes us the top competitor in North America. We invest heavily in serve their chosen customers and to win every day in their home
technical development with in-house testing and a quality control marketplaces.

3. Contents
TA B L E O F C O N T E N T S
Description & Design Properties 4
Web Stiffener Requirements 5
Floor Spans 6-7
Load Bearing Cantilevers 8-11
Allowable Web Holes 12-15
Floor Details 16-19
Backer and Filler Blocks 20
Hanger Notes 21
Floor Performance 22
Fire Rating 23
Sound Control 24-25
Roof Spans 26-27
Slope Length 27
Roof Details 28-29
Storage and Handling 30
Installation 30
Special Notes 31
General
GENERAL NOTES
1. JSIs shall be used in dry service conditions only. (Dry service 6. All nails shown in the guide shall be (minimum) unless
conditions are those environmental conditions represented noted otherwise:
by dimensional lumber in which the equilibrium moisture Nail Diameter (in) Length (in)
content is less than 16%). 8d 0.113 2-1/2
2. JSIs shall not be treated with preservative or fire retardants 10d 0.128 3
unless specifically authorized by JAGER Engineered 12d 0.128 3-1/4
Wood Products. 16d 0.135 3-1/2
3. Tabulated values and design calculations for this guide have Nail bending yield strength (Fyb) = 100,000 psi
been done using Limit States Design and are in accordance 7. JSI Evaluation reports:
with the 2005 National Building Code of Canada (NBCC). ICC ESR-2077 NY City MEA 393-91-M Vol-ll
4. Dimensional lumber shown in the guide is assumed to be CCMC 13236-R HUD SEB 1130
SPF No. 2 or better unless noted otherwise. LA City RR 25384 CALIF (DSA) PA-128
Wl State 200090-W ICC ESR 1405 (APA)
5. Wood structural panels shown in the guide are assumed to
be APA rated sheathing: 48/24 for 23/32” thickness and 8. For conditions not contained in the guide contact
40/20 for 19/32” thickness unless noted otherwise. JAGER Engineered Wood Products.

4. Products
D E S C R I P T I O N & FA C T O R E D R E S I S TA N C E S
PRODUCT DESCRIPTION
Series Flange Size & Grade Web Thickness & Grade Available Depths
2x3 1650 1.5E MSR SPF 3/8˝ Performance WebGrade 9-1/2˝ 11-7/8˝ 14˝ 16˝
, , ,
2x3 2100 1.8E MSR SPF 3/8˝ Performance WebGrade 9-1/2˝ 11-7/8˝ 14˝ 16˝
, , ,
2x4 2100 1.8E MSR SPF 3/8˝ Performance WebGrade 9-1/2˝ 11-7/8˝ 14˝ 16˝ 18˝ 20˝
, , , , ,
2x4 2400 2.0E MSR SPF 3/8˝ Performance WebGrade 11-7/8˝ 14˝ 16˝ 18˝ 20˝
, , , ,
NOTES
1. The availability of JSI depths and series may vary between regions. Contact JAGER Engineered Wood Products for local availability.
2. The availability of JSI vent holes (2-1/4quot; diameter holes at 24quot; o.c.) varies with depth, series and region. Contact JAGER Engineered Wood Products for local availability.
2-1/2˝ 3-1/2˝
PRODUCT IDENTIFICATION MARKINGS
1-1/2˝ 1-1/2˝
Joist Series
ICC ESR 2077
9-1/2˝ to 16˝ JSI4000: 9-1/2˝ to 20˝ CCMC 13236-R
JSI4400: 11-7/8˝ to 20˝ NY City MEA 393-91-M VOL.II
HUD SEB-1130
3/8˝ 3/8˝ CALIF PA-128
LA City RR 25384
Made In Canada - Plant No: 1004 ICC ESR 1405 (APA)
Third Party Inspection Agency Evaluation Reports
FACTORED RESISTANCES
Flange Moment(2) EI(3) x 106
Depth (in) Series Shear (lb) K(4) x 106 (lb/in) Self Weight (plf)
Dimensions (lb-ft) (lb-in2)
JSI 2000 2x3 4,549 1,768 193 4.94 2.52
9-1/2 JSI 3000 2x3 6,287 1,768 231 4.94 2.62
JSI 4000 2x4 8,910 1,768 320 4.94 3.37
JSI 2000 2x3 5,896 2,241 330 6.18 2.78
JSI 3000 2x3 8,150 2,241 396 6.18 2.88
11-7/8
JSI 4000 2x4 11,543 2,241 547 6.18 3.63
JSI 4400 2x4 12,880 2,241 600 6.18 3.76
JSI 2000 2x3 7,102 2,699 482 7.28 3.02
JSI 3000 2x3 9,805 2,699 584 7.28 3.11
14
JSI 4000 2x4 13,904 2,699 802 7.28 3.87
JSI 4400 2x4 15,510 2,699 876 7.28 4.00
JSI 2000 2x3 8,233 3,109 657 8.32 3.24
JSI 3000 2x3 11,368 3,109 799 8.32 3.34
16
JSI 4000 2x4 16,116 3,109 1,092 8.32 4.09
JSI 4400 2x4 17,985 3,109 1,186 8.32 4.22
JSI 4000 2x4 18,225 3,520 1,398 9.36 4.31
18
JSI 4400 2x4 20,335 3,520 1,546 9.36 4.44
JSI 4000 2x4 20,170 3,930 1,771 10.40 4.53
20
JSI 4400 2x4 22,510 3,930 1,956 10.40 4.66
NOTES
1. The tabulated values are factored resistances for standard term duration of load. All values, except EI and K, shall be 3. Bending stiffness (EI) of the I-joist.
permitted to be adjusted for other load durations as permitted by the code. 4. Coefficient of shear deflection (K) of the I-joist.
2. Moment resistances of JSIs, shall not be increased by any code-allowed repetitive member use factor.
4

5. Web Stiffeners
WEB STIFFENER REQUIREMENTS
JSI WEB STIFFENER MATERIAL SPECIFICATIONS
POINT LOAD
3-1/2quot; minimum
Web Stiffener Minimum Stiffener
Series Nails
Material Dimensions (In)
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
(1, 2)
Wood Structural Panel 1 x 2-5/16 4 - 8d
JSI 4000 & 4400
Dimensional Lumber 1-1/2 x 2-1/2 4 - 10d
NOTES Web stiffener
1. Face grain vertical nailing. See table for
2. Not for use with face mount hangers material and nailing
quot;
1/8 p
/2
quot; ga
1-1 in. Tight joint no gap
m
Nail driven quot;
from far side 1/8 Point load web
gap
stiffener required if
1-1/2quot; min. load exceeds 1500 lb
(unfactored)
1/8quot; gap
Tight joint no gap
Nail driven from far side Intermediate bearing
3-1/2quot; minimum
Web stiffener each side
of JSI. See table.
INTERMEDIATE
REACTION
Tight joint no gap
End bearing
1-1/2quot; minimum
END REACTION
FACTORED REACTION VALUES FOR JSI(1)
End Reaction(2) (lb) Intermediate Reaction(2) (lb)
1-1/2quot; Bearing Length 1-3/4quot; Bearing Length 4quot; Bearing Length 3-1/2quot; Bearing Length
Depth Flange
Series
(in) Dimensions Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners
No Yes No Yes No Yes No Yes
JSI 2000 2x3 1,689 1,705 1,768 3,409
9-1/2 JSI 3000 2x3 1,689 1,705 1,768 3,409
JSI 4000 2x4 1,689 1,705 1,768 3,899
JSI 2000 2x3 1,831 1,894 2,241 3,946
JSI 3000 2x3 1,831 1,894 2,241 3,946
11-7/8
JSI 4000 2x4 1,894 2,020 2,241 4,356
JSI 4400 2x4 1,894 2,020 2,241 4,356
JSI 2000 2x3 1,831 1,894 2,447 2,699 3,946
JSI 3000 2x3 1,831 1,894 2,447 2,699 3,946
14
JSI 4000 2x4 1,894 2,020 2,447 2,699 4,767
JSI 4400 2x4 1,894 2,020 2,447 2,699 4,767
JSI 2000 2x3 1,831 1,894 2,447 3,109 3,946
JSI 3000 2x3 1,831 1,894 2,447 3,109 3,946
16
JSI 4000 2x4 1,894 2,020 2,447 3,109 4,767
JSI 4400 2x4 1,894 2,020 2,447 3,109 4,767
JSI 4000 2x4 2,683 3,141 3,520 6,282
18
JSI 4400 2x4 2,683 3,141 3,520 6,282
JSI 4000 2x4 2,683 3,141 3,930 6,282
20
JSI 4400 2x4 2,683 3,141 3,930 6,282
NOTES
1. The tabulated values are factored resistances for standard term duration of load. All values shall be 2. Assume the JSI bearing on a surface with a minimum plate bearing specified strength of 769 psi.
permitted to be adjusted for other load durations as permitted by the code. NOT ALLOWED
5

6. Floor Spans
F LO O R S PA N S
40 PSF LIVE LOAD & 10 PSF DEAD LOAD LL Deflection L/480 TL Deflection L/240
Span Span Span
Depth Simple Span Multiple Span
Series
(in) 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c. 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c.
JSI 2000 15'-08quot; 14'-10quot; 14'-04quot; 14'-06'' 17'-00quot; 16'-00quot; 15'-06quot; 15'-08''
9-1/2 JSI 3000 16'-02quot; 15'-03quot; 14'-09quot; 14'-11quot; 17'-06quot; 16'-06quot; 16'-00quot; 16'-02quot;
JSI 4000 17'-01quot; 16'-01quot; 15'-07quot; 15'-08quot; 18'-08quot; 17'-05quot; 16'-10quot; 17'-00quot;
JSI 2000 17'-07quot; 16'-07quot; 16'-01quot; 16'-03'' 19'-04quot; 18'-00quot; 17'-05quot; 17'-07''
JSI 3000 18'-02quot; 17'-01quot; 16'-07quot; 16'-08quot; 20'-01quot; 18'-08quot; 17'-11quot; 18'-01quot;
11-7/8
JSI 4000 19'-06quot; 18'-01quot; 17'-05quot; 17'-07quot; 21'-07quot; 20'-00quot; 19'-02quot; 19'-04quot;
JSI 4400 19'-11quot; 18'-05quot; 17'-09quot; 17'-10quot; 22'-01quot; 20'-05quot; 19'-06quot; 19'-08quot;
JSI 2000 19'-05quot; 18'-00quot; 17'-05quot; 17'-07'' 21'-05quot; 19'-11quot; 19'-01quot; 19'-03''
JSI 3000 20'-03quot; 18'-09quot; 18'-00quot; 18'-02quot; 22'-04quot; 20'-09quot; 19'-10quot; 20'-00quot;
14
JSI 4000 21'-08quot; 20'-01quot; 19'-02quot; 19'-04quot; 24'-00quot; 22'-03quot; 21'-03quot; 21'-05quot;
JSI 4400 22'-02quot; 20'-05quot; 19'-07quot; 19'-08quot; 24'-06quot; 22'-08quot; 21'-08quot; 21'-10quot;
JSI 2000 21'-01quot; 19'-07quot; 18'-10quot; 19'-00'' 23'-04quot; 21'-08quot; 20'-09quot; 21'-00''
JSI 3000 22'-00quot; 20'-05quot; 19'-07quot; 19'-09quot; 24'-04quot; 22'-07quot; 21'-08quot; 21'-10quot;
16
JSI 4000 23'-08quot; 21'-10quot; 20'-11quot; 21'-00quot; 26'-02quot; 24'-02quot; 23'-02quot; 23'-03quot;
JSI 4400 24'-01quot; 22'-03quot; 21'-03quot; 21'-05quot; 26'-08quot; 24'-08quot; 23'-07quot; 23'-08quot;
JSI 4000 25'-04quot; 23'-05quot; 22'-05quot; 22'-06'' 28'-01quot; 25'-11quot; 24'-09quot; 24'-11''
18
JSI 4400 25'-11quot; 23'-11quot; 22'-10quot; 23'-00quot; 28'-09quot; 26'-06quot; 25'-04quot; 25'-06quot;
JSI 4000 27'-01quot; 25'-00quot; 23'-11quot; 24'-00'' 30'-00quot; 27'-08quot; 26'-06quot; 26'-07''
20
JSI 4400 27'-08quot; 25'-07quot; 24'-05quot; 24'-06quot; 30'-08quot; 28'-04quot; 27'-01quot; 27'-02quot;
40 PSF LIVE LOAD & 15 PSF DEAD LOAD LL Deflection L/480 TL Deflection L/240
Span Span Span
Depth Simple Span Multiple Span
Series
(in) 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c. 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c.
JSI 2000 15'-08quot; 14'-10quot; 14'-04quot; 14'-06'' 17'-00quot; 16'-00quot; 15'-06quot; 15'-04''
9-1/2 JSI 3000 16'-02quot; 15'-03quot; 14'-09quot; 14'-11quot; 17'-06quot; 16'-06quot; 16'-00quot; 16'-02quot;
JSI 4000 17'-01quot; 16'-01quot; 15'-07quot; 15'-08quot; 18'-08quot; 17'-05quot; 16'-10quot; 17'-00quot;
JSI 2000 17'-07quot; 16'-07quot; 16'-01quot; 16'-03'' 19'-04quot; 18'-00quot; 17'-05quot; 17'-06''
JSI 3000 18'-02quot; 17'-01quot; 16'-07quot; 16'-08quot; 20'-01quot; 18'-08quot; 17'-11quot; 18'-01quot;
11-7/8
JSI 4000 19'-06quot; 18'-01quot; 17'-05quot; 17'-07quot; 21'-07quot; 20'-00quot; 19'-02quot; 19'-04quot;
JSI 4400 19'-11quot; 18'-05quot; 17'-09quot; 17'-10quot; 22'-01quot; 20'-05quot; 19'-06quot; 19'-08quot;
JSI 2000 19'-05quot; 18'-00quot; 17'-05quot; 17'-07'' 21'-05quot; 19'-11quot; 19'-01quot; 19'-03''
JSI 3000 20'-03quot; 18'-09quot; 18'-00quot; 18'-02quot; 22'-04quot; 20'-09quot; 19'-10quot; 20'-00quot;
14
JSI 4000 21'-08quot; 20'-01quot; 19'-02quot; 19'-04quot; 24'-00quot; 22'-03quot; 21'-03quot; 21'-05quot;
JSI 4400 22'-02quot; 20'-05quot; 19'-07quot; 19'-08quot; 24'-06quot; 22'-08quot; 21'-08quot; 21'-10quot;
JSI 2000 21'-01quot; 19'-07quot; 18'-10quot; 19'-00'' 23'-04quot; 21'-08quot; 20'-09quot; 20'-03''
JSI 3000 22'-00quot; 20'-05quot; 19'-07quot; 19'-09quot; 24'-04quot; 22'-07quot; 21'-08quot; 20'-03quot;
16
JSI 4000 23'-08quot; 21'-10quot; 20'-11quot; 21'-00quot; 26'-02quot; 24'-02quot; 23'-02quot; 23'-03quot;
JSI 4400 24'-01quot; 22'-03quot; 21'-03quot; 21'-05quot; 26'-08quot; 24'-08quot; 23'-07quot; 23'-08quot;
JSI 4000 25'-04quot; 23'-05quot; 22'-05quot; 22'-06'' 28'-01quot; 25'-11quot; 24'-09quot; 24'-11''
18
JSI 4400 25'-11quot; 23'-11quot; 22'-10quot; 23'-00quot; 28'-09quot; 26'-06quot; 25'-04quot; 25'-06quot;
JSI 4000 27'-01quot; 25'-00quot; 23'-11quot; 24'-00'' 30'-00quot; 27'-08quot; 26'-06quot; 26'-07''
20
JSI 4400 27'-08quot; 25'-07quot; 24'-05quot; 24'-06quot; 30'-08quot; 28'-04quot; 27'-01quot; 27'-02quot;
NOTES
1. Tabulated values shown are to centerline of bearing. 5. Continuous lateral support must be provided for the top edge of the JSI. Provide 7. For JSI depths less than or equal to 16quot; web stiffeners are not required for
2. Tabulated values shown assume a minimum bearing length of 1-3/4quot; at end lateral support at bearings to prevent lateral displacement or rotation. tabulated values, except as required by hanger manufacturer.
bearings; 3-1/2quot; at interior bearings and assume the JSI bearing on a surface 6. For Multiple Spans: 8. For JSI depths greater than or equal to 18quot; web stiffeners are required for all
with a minimum plate bearing specified strength of 769 psi. • Minimum ratio of shorter span to longer span is 0.50 tabulated values.
3. Tabulated values shown assume a glued and nailed decking. Assumed decking • Provide means to resist factored uplift force at the end of the shorter span 9. For all other conditions contact JAGER Engineered Wood Products or use
material is 23/32” OSB for JSI spacing greater than 19.2” o.c. and 19/32” OSB for equal to: QuickTools Enterprise Suite software to generate site specific JSI
JSI spacing less than or equal to 19.2” o.c. design information.
wfd (4 L12 L2 + 3 L13) - wfl L 3
4. Tabulated values shown are in compliance with the CCMC Vibration criteria Uplift = _________________2 Where: wfd = factored dead load (lb/ft)
quot;Concludingquot; Report, September 4, 1997. Tabulated values shown assume not 8 L1 (L2 + L1) wfl = factored total load (lb/ft)
attached ceiling, blocking or strapping on the underside of the JSI in the L1 = length of shorter span (ft)
vibration calculation. L2 = length of longer span (ft)
6

7. Floor Spans
F LO O R S PA N S
40 PSF LIVE LOAD & 25 PSF DEAD LOAD LL Deflection L/480 TL Deflection L/240
Span Span Span
Depth Simple Span Multiple Span
Series
(in) 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c. 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c.
JSI 2000 15'-08quot; 14'-10quot; 14'-04quot; 14'-01'' 17'-00quot; 16'-00quot; 15'-06quot; 14'-04''
9-1/2 JSI 3000 16'-02quot; 15'-03quot; 14'-09quot; 14'-11quot; 17'-06quot; 16'-06quot; 16'-00quot; 15'-01quot;
JSI 4000 17'-01quot; 16'-01quot; 15'-07quot; 15'-08quot; 18'-08quot; 17'-05quot; 16'-10quot; 16'-10quot;
JSI 2000 17'-07quot; 16'-07quot; 16'-01quot; 16'-01'' 19'-04quot; 18'-00quot; 17'-05quot; 16'-04''
JSI 3000 18'-02quot; 17'-01quot; 16'-07quot; 16'-08quot; 20'-01quot; 18'-08quot; 17'-11quot; 17'-06quot;
11-7/8
JSI 4000 19'-06quot; 18'-01quot; 17'-05quot; 17'-07quot; 21'-07quot; 20'-00quot; 19'-02quot; 19'-04quot;
JSI 4400 19'-11quot; 18'-05quot; 17'-09quot; 17'-10quot; 22'-01quot; 20'-05quot; 19'-06quot; 19'-04quot;
JSI 2000 19'-05quot; 18'-00quot; 17'-05quot; 17'-07'' 21'-05quot; 19'-11quot; 19'-01quot; 17'-06''
JSI 3000 20'-03quot; 18'-09quot; 18'-00quot; 18'-02quot; 22'-04quot; 20'-09quot; 19'-10quot; 17'-06quot;
14
JSI 4000 21'-08quot; 20'-01quot; 19'-02quot; 19'-04quot; 24'-00quot; 22'-03quot; 21'-03quot; 21'-02quot;
JSI 4400 22'-02quot; 20'-05quot; 19'-07quot; 19'-08quot; 24'-06quot; 22'-08quot; 21'-08quot; 21'-02quot;
JSI 2000 21'-01quot; 19'-07quot; 18'-10quot; 19'-00'' 23'-04quot; 21'-08quot; 20'-09quot; 17'-06''
JSI 3000 22'-00quot; 20'-05quot; 19'-07quot; 19'-09quot; 24'-04quot; 22'-07quot; 21'-08quot; 17'-06quot;
16
JSI 4000 23'-08quot; 21'-10quot; 20'-11quot; 21'-00quot; 26'-02quot; 24'-02quot; 23'-02quot; 21'-02quot;
JSI 4400 24'-01quot; 22'-03quot; 21'-03quot; 21'-04quot; 26'-08quot; 24'-08quot; 23'-07quot; 21'-02quot;
JSI 4000 25'-04quot; 23'-05quot; 22'-05quot; 22'-06'' 28'-01quot; 25'-11quot; 24'-09quot; 24'-11''
18
JSI 4400 25'-11quot; 23'-11quot; 22'-10quot; 23'-00quot; 28'-09quot; 26'-06quot; 25'-04quot; 25'-06quot;
JSI 4000 27'-01quot; 25'-00quot; 23'-11quot; 24'-00'' 30'-00quot; 27'-08quot; 26'-06quot; 26'-07''
20
JSI 4400 27'-08quot; 25'-07quot; 24'-05quot; 24'-06quot; 30'-08quot; 28'-04quot; 27'-01quot; 27'-02quot;
40 PSF LIVE LOAD & 30 PSF DEAD LOAD LL Deflection L/480 TL Deflection L/240
Span Span Span
Depth Simple Span Multiple Span
Series
(in) 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c. 12quot; o.c. 16quot; o.c. 19.2quot; o.c. 24quot; o.c.
JSI 2000 15'-08quot; 14'-10quot; 14'-04quot; 13'-08'' 17'-00quot; 16'-00quot; 15'-05quot; 13'-10''
9-1/2 JSI 3000 16'-02quot; 15'-03quot; 14'-09quot; 14'-11quot; 17'-06quot; 16'-06quot; 16'-00quot; 14'-02quot;
JSI 4000 17'-01quot; 16'-01quot; 15'-07quot; 15'-08quot; 18'-08quot; 17'-05quot; 16'-10quot; 15'-10quot;
JSI 2000 17'-07quot; 16'-07quot; 16'-01quot; 15'-06'' 19'-04quot; 18'-00quot; 17'-05quot; 15'-10''
JSI 3000 18'-02quot; 17'-01quot; 16'-07quot; 16'-08quot; 20'-01quot; 18'-08quot; 17'-11quot; 16'-04quot;
11-7/8
JSI 4000 19'-06quot; 18'-01quot; 17'-05quot; 17'-07quot; 21'-07quot; 20'-00quot; 19'-02quot; 18'-01quot;
JSI 4400 19'-11quot; 18'-05quot; 17'-09quot; 17'-10quot; 22'-01quot; 20'-05quot; 19'-06quot; 18'-01quot;
JSI 2000 19'-05quot; 18'-00quot; 17'-05quot; 17'-01'' 21'-05quot; 19'-11quot; 19'-01quot; 16'-04''
JSI 3000 20'-03quot; 18'-09quot; 18'-00quot; 18'-02quot; 22'-04quot; 20'-09quot; 19'-10quot; 16'-05quot;
14
JSI 4000 21'-08quot; 20'-01quot; 19'-02quot; 19'-04quot; 24'-00quot; 22'-03quot; 21'-03quot; 19'-10quot;
JSI 4400 22'-02quot; 20'-05quot; 19'-07quot; 19'-08quot; 24'-06quot; 22'-08quot; 21'-08quot; 19'-10quot;
JSI 2000 21'-01quot; 19'-07quot; 18'-10quot; 18'-04'' 23'-04quot; 21'-08quot; 20'-05quot; 16'-05''
JSI 3000 22'-00quot; 20'-05quot; 19'-07quot; 19'-06quot; 24'-04quot; 22'-07quot; 20'-05quot; 16'-05quot;
16
JSI 4000 23'-08quot; 21'-10quot; 20'-11quot; 20'-09quot; 26'-02quot; 24'-02quot; 23'-02quot; 19'-10quot;
JSI 4400 24'-01quot; 22'-03quot; 21'-03quot; 20'-09quot; 26'-08quot; 24'-08quot; 23'-07quot; 19'-10quot;
JSI 4000 25'-04quot; 23'-05quot; 22'-05quot; 22'-06'' 28'-01quot; 25'-11quot; 24'-09quot; 24'-11''
18
JSI 4400 25'-11quot; 23'-11quot; 22'-10quot; 23'-00quot; 28'-09quot; 26'-06quot; 25'-04quot; 25'-06quot;
JSI 4000 27'-01quot; 25'-00quot; 23'-11quot; 24'-00'' 30'-00quot; 27'-08quot; 26'-06quot; 26'-01''
20
JSI 4400 27'-08quot; 25'-07quot; 24'-05quot; 24'-06quot; 30'-08quot; 28'-04quot; 27'-01quot; 26'-01quot;
NOTES
1. Tabulated values shown are to centerline of bearing. 5. Continuous lateral support must be provided for the top edge of the JSI. Provide 7. For JSI depths less than or equal to 16quot; web stiffeners are not required for
2. Tabulated values shown assume a minimum bearing length of 1-3/4quot; at end lateral support at bearings to prevent lateral displacement or rotation. tabulated values, except as required by hanger manufacturer.
bearings; 3-1/2quot; at interior bearings and assume the JSI bearing on a surface 6. For Multiple Spans: 8. For JSI depths greater than or equal to 18quot; web stiffeners are required for all
with a minimum plate bearing specified strength of 769 psi. • Minimum ratio of shorter span to longer span is 0.50 tabulated values.
3. Tabulated values shown assume a glued and nailed decking. Assumed decking • Provide means to resist factored uplift force at the end of the shorter span 9. For all other conditions contact JAGER Engineered Wood Products or use
material is 23/32” OSB for JSI spacing greater than 19.2” o.c. and 19/32” OSB for equal to: QuickTools Enterprise Suite software to generate site specific JSI
JSI spacing less than or equal to 19.2” o.c. design information.
wfd (4 L12 L2 + 3 L13) - wfl L 3
4. Tabulated values shown are in compliance with the CCMC Vibration criteria Uplift = _________________2 Where: wfd = factored dead load (lb/ft)
quot;Concludingquot; Report, September 4, 1997. Tabulated values shown assume not 8 L1 (L2 + L1) wfl = factored total load (lb/ft)
attached ceiling, blocking or strapping on the underside of the JSI in the L1 = length of shorter span (ft)
vibration calculation. L2 = length of longer span (ft)
7

8. Cantilevers
2'-0quot; max.
LOAD BEARING CANTILEVERS
FLOOR LOADING: 40 PSF LIVE LOAD & 10 PSF DEAD LOAD
_
ROOF SLOPE: LOW SLOPE < 6:12 2'-0quot; max.
Roof Dead Load (psf) 15
Depth
Series Roof Live Load (psf) 20 25 30 35 40 50
(in)
O.C. Spacing (in) 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24
24 0 0 1 0 0 1 0 1 2 0 1 2 1 1 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 1 0 1 2 0 1 2 1 1 1 2 2
28 0 0 1 0 1 2 0 1 2 1 2 1 2 2
2000 30 0 1 1 0 1 2 1 1 1 2 1 2 2
9-1/2 3000 32 0 1 2 0 1 2 1 2 1 2 2 2
4000 34 0 1 2 1 1 1 2 1 2 2
36 0 1 2 1 2 1 2 2 2
38 0 1 2 1 2 1 2 2 2
40 1 1 1 2 2 2
24 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 1 1 2
28 0 0 0 0 0 1 0 0 1 0 1 1 0 1 2 1 1 2
2000 30 0 0 0 0 0 1 0 0 1 0 1 2 0 1 2 1 2
3000
11-7/8 32 0 0 1 0 0 1 0 1 1 0 1 2 1 1 2 1 2
4000
4400 34 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2 1 2
36 0 0 1 0 1 1 0 1 2 1 1 2 1 2 1 2
38 0 0 1 0 1 1 0 1 2 1 1 2 1 2 2 2
40 0 0 1 0 1 2 1 1 2 1 2 1 2 2
24 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
28 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
2000 30 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2
3000
14 32 0 0 1 0 0 1 0 0 1 0 1 1 0 1 2 1 1 2
4000
4400 34 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 1
36 0 0 1 0 0 1 0 1 1 0 1 2 0 1 2 1 2
38 0 0 1 0 0 1 0 1 2 0 1 2 0 1 2 1 2
40 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2 1 2
24 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
28 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2
2000 30 0 0 1 0 0 1 0 0 1 0 1 1 0 1 2 0 1 2
3000
16 32 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2
4000
4400 34 0 0 1 0 0 1 0 1 1 0 1 2 0 1 2 1 1
36 0 0 1 0 0 1 0 1 2 0 1 2 0 1 2 1 2
38 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2 1 2
40 0 0 1 0 1 2 0 1 2 0 1 2 1 1 1 2
24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
28 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1
30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2
4000
18 32 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
4400
34 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
36 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
38 0 0 0 0 0 1 0 0 1 0 0 2 0 1 2 0 1
40 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1
28 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2
30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
4000
20 32 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
4400
34 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
36 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
38 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
40 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
NOTES
1. 0 = No cantilever reinforcement required. See detail 17c 3. Maximum roof overhang 2'-0quot; 7. Cantilever deflection has not been considered
1 = OSB cantilever reinforcement required one side. See detail 17d 4. Assumed wall unfactored dead load 80 plf 8. Also see FLOOR SPANS Notes 1-4 for additional information
2 = OSB cantilever reinforcement required both sides. See detail 17d 5. For JSI depths less than or equal to 11-7/8quot; web stiffeners are 9. For all other conditions contact JAGER Engineered Wood
= NOT ALLOWED. Reduce JSI spacing and/or increase JSI series and/or depth not required for tabulated values. Products of use QuickTools Enterprise Suite software to
6. For JSI depths greater than or equal to 14quot; web stiffeners are generate site specific JSI design information
2. Maximum JSI cantilever 2'-0quot;. See detail 17c and 17d
required for tabulated values.
8

9. Cantilevers
2'-0quot; max.
LOAD BEARING CANTILEVERS
FLOOR LOADING: 40 PSF LIVE LOAD & 10 PSF DEAD LOAD
_
ROOF SLOPE: 6:12 < HIGH SLOPE < 12:12 2'-0quot; max.
Roof Dead Load (psf) 15
Depth
Series Roof Live Load (psf) 20 25 30 35 40 50
(in)
O.C. Spacing (in) 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24 16 19.2 24
24 0 0 1 0 1 2 0 1 2 1 1 1 2 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 1 0 1 2 0 1 2 1 2 1 2 2
28 0 1 2 0 1 2 1 1 1 2 1 2 2
2000 30 0 1 2 1 1 2 1 2 1 2 2 2
9-1/2 3000 32 0 1 2 1 2 1 2 1 2 2
4000 34 0 1 2 1 2 1 2 2 2
36 1 1 1 2 2 2 2
38 1 2 1 2 2 2
40 1 2 1 2 2 2
24 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 1 0 0 1 0 1 1 0 1 2 1 1 2
28 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 2
2000 30 0 0 1 0 0 1 0 1 1 0 1 2 1 1 2 1 2
3000
11-7/8 32 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2 1 2
4000
4400 34 0 0 1 0 1 1 0 1 2 1 1 2 1 2 1 2
36 0 0 1 0 1 2 0 1 2 1 1 2 1 2 2 2
38 0 1 1 0 1 2 1 1 2 1 2 1 2 2
40 0 1 2 0 1 2 1 1 2 1 2 1 2 2
24 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
28 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2
2000 30 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2
3000
14 32 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 1
4000
4400 34 0 0 1 0 0 1 0 1 2 0 1 2 0 1 2 1 2
36 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2 1 2
38 0 0 1 0 1 2 0 1 2 0 1 2 1 1 2 1 2
40 0 0 1 0 1 2 0 1 2 1 1 2 1 1 1 2
24 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2
28 0 0 1 0 0 1 0 0 1 0 1 1 0 1 2 0 1 2
2000 30 0 0 1 0 0 1 0 0 1 0 1 2 0 1 2 1 1 2
3000
16 32 0 0 1 0 0 1 0 1 2 0 1 2 0 1 2 1 1
4000
4400 34 0 0 1 0 0 1 0 1 2 0 1 2 0 1 2 1 2
36 0 0 1 0 1 1 0 1 2 0 1 2 1 1 2 1 2
38 0 0 1 0 1 2 0 1 2 0 1 2 1 1 1 2
40 0 0 1 0 1 2 0 1 2 1 1 2 1 2 1 2
24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1
28 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2
30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
4000
18 32 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
4400
34 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
36 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
38 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
40 0 0 1 0 0 1 0 0 2 0 1 2 0 1 2 1 2
24 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1
(24” Overhang Assumed)
Roof Truss Span (ft)
26 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2
28 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
30 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 2
4000
20 32 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2
4400
34 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
36 0 0 1 0 0 1 0 0 1 0 0 2 0 1 2 0 1
38 0 0 1 0 0 1 0 0 2 0 1 2 0 1 2 0 1
40 0 0 1 0 0 1 0 0 2 0 1 2 0 1 2 1 2
NOTES
1. 0 = No cantilever reinforcement required. See detail 17c 3. Maximum roof overhang 2'-0quot; 7. Cantilever deflection has not been considered
1 = OSB cantilever reinforcement required one side. See detail 17d 4. Assumed wall unfactored dead load 80 plf 8. Also see FLOOR SPANS Notes 1-4 for additional information
2 = OSB cantilever reinforcement required both sides. See detail 17d 5. For JSI depths less than or equal to 11-7/8quot; web stiffeners are 9. For all other conditions contact JAGER Engineered Wood
= NOT ALLOWED. Reduce JSI spacing and/or increase JSI series and/or depth not required for tabulated values. Products of use QuickTools Enterprise Suite software to
6. For JSI depths greater than or equal to 14quot; web stiffeners are generate site specific JSI design information
2. Maximum JSI cantilever 2'-0quot;. See detail 17c and 17d
required for tabulated values
9