PRODUCT - HPM Building Supply

Transcription

Product
guide
E N G I N E E R E D
W O O D
P R O D U C T S
TECHNICAL DATA
For Ikaika I-JOISTS,
IKAIKA LAM LVL
HEADERS & BEAMS,
HPM Truss,
Rosboro BigBeam®,
Tall Wall Beams, And
IKAIKA Rim Board
s
Table of
n
Contents
o
Ikaika Joists
i
SAFETY AND CONSTRUCTION PRECAUTIONS
Storage & Handling Guidelines
System Performance
n
s
IKAIKA Joist
Joist Dimensions
Reference Design Values
floor SPANS
Floor Loads
e
IKAIKA Joist Details
Web Stiffener Requirements
Web Hole Specifications
3
3
3
4
5
6
7–10
11
11–12
m
Framing Connectors
I-Joist Framing Connectors
13
i
Ikaika Headers and Beams
D
2.0E Headers & Beams
Allowable Floor Uniform Loads
Bearing Information and Hole Details
Multiple-Ply Beam Assembly
14
15–17
18
19
t
HPM Truss
s
Manufactured wall Panels
Manufactured Trusses
20
21
Rosboro BigBeam®
i
3000Fb 2.1 BigBeam
Design Properties
22
23
o
Ikaika Tall Wall Studs
Engineered for Tall Wall Framing
24
Framing Connectors
J
LVL Framing Connectors
25
-
I
Ikaika 1.5E 1¼” Rim Board
Software Information
Design Properties Details iSTRUCT Software TOOLS
26
26
27
Warranty
Ikaika
Joist
Product Warranty by Pacific Woodtech
Code Evaluation Reports
I-Joist
APA PR-L262 ICC-ES ESR-1225 ICC-ES ESR-1405 CCMC 13470-R
HUD SEB 1132 LADBS RR 25450 FL7428
Laminated Veneer Lumber
APA PR-L233 ICC-ES ESR-2909 CCMC 13006-R HUD MR 1310
LADBS RR 25448 FL7427
2
Call HPM Building Supply Today | 808-966-5466
Back Cover
I
Installation
k
Safety & Construction precautions
• All hangers, rim boards, rim joists and
blocking at the end supports of the joists must
be installed and nailed properly.
•Never overload sheathed joists with loads that exceed design loads.
i
•The ends of cantilevers must be temporarily braced on both the top
and bottom flanges.
a
• W
alking on the joists should not be permitted
until they are properly braced.
• Only remove the bracing as the sheathing is attached.
k
•Engineered wood products should
be used in dry conditions only.
• During installation, a minimum of 1 x 4
temporary bracing is required.
•Lap bracing ends and anchor them to temporary or permanent sheathing
nailed to the first 4’ of joists at the end of the bay or a braced end wall.
a
•When stacking construction
material, stack only over beams or
walls, NOT on unsheathed joists.
• Bracing members should be spaced at 8’– 0” o.c. and nailed to each
joist with two 8d nails (10d box nails if bracing thickness exceeds 1”).
These are general recommendations and in some cases, additional
precautions may be required.
• Do not cut, drill, or notch flanges.
S afety ,
Storage and Handling Guidelines
Storage
Handling
•Installation guidelines from HPM Building Supply will be included with
every shipment of trademarked IKAIKA joists to job sites.
•All handling of joists with a forklift or crane should be done carefully.
•Store bundles upright on a smooth, level, well drained supportive surface.
•Avoid excessive bowing during all phases of handling and installation
(i.e. measuring, sawing or placement).
•Always stack and handle I-joists in the upright position only.
•Place 2x or LVL spacers (at a maximum of 10’ apart) between bundles and
the ground and bundles stored on top of one another.
•Damage may result if the joist or beam is twisted or a load is applied to it
while it’s lying flat.
Never use or field repair a damaged I-joist.
•Bundles should remain wrapped, strapped and protected from the weather
until time of installation.
System Performance
By increasing the stiffness of the floor—using span/480 requirements
instead of the more traditional span/360, the vibrations caused by a
thundering herd of youngsters can be more easily tolerated. Designing the
ideal floor is not, however, an exact science. Because one of the benefits of a
wood floor is its ability to cushion footfalls, it is not desirable to make every
Researchers have proposed a number of additional methods that can be used
to reduce floor vibration even further. These methods include:
•Gluing the wood structural panel floor to the IKAIKA joists
•Attaching wood structural panels or gypsum board to the bottom of
the IKAIKA floor joists
•Decreasing the IKAIKA floor joist spacing by one increment based on
allowable span
•Using full-depth blocking at regular intervals between all of the
IKAIKA floor joists over the entire floor
• Adding concrete topping over the floor sheathing
By far the most practical and most economical way to further increase
the stiffness of your floor when using IKAIKA joists is to select the most
economical joist from our allowable span tables and then maintain the same
joist designation but upgrade to the next net depth.
Build Stronger | www.hpmhawaii.com
page 3
P erformance
With engineered wood products, however, designers are no longer limited by
the capacities and lengths of traditional lumber structural elements. Spans
unheard of just a few years ago are now common with engineered wood
products. The traditional deflection limits may no longer be appropriate
for the longer spans made possible by engineered wood products. For this
reason, APA has voluntarily adopted a live load deflection criteria that is 33%
stiffer than that required in the current model building codes. This deflection
criteria was selected for increase because vibration loads are caused by
transient or live loads, most often by people moving about the floor itself.
floor overly stiff. As usual, a one-size solution does not fit all. The selection
of span/480 as a serviceability requirement is a compromise. It provides a
substantial decrease in floor vibration with a minimal cost penalty without
making the floor so stiff that comfort is compromised.
&
Traditionally, floor vibration has not been an issue with a well-designed
and constructed floor. The model code-required serviceability deflection
requirements of span/360 for live load and span/240 for total load have long
served to keep code-conforming floors stiff enough to minimize vibrationrelated problems. These deflection requirements were based on the use of
traditional lumber framing and prevailing architectural norms. Spans in
traditional lumber-framed structures seldom exceeded 14–16 feet.
H andling
• Bundles should not be in contact with the ground.
•Joists should remain vertical during handling.
imensions
D
Ikaika joist
Ikaika
Joist Dimensions
IKAIKA I-20
IKAIKA I-40
IKAIKA I-45
IKAIKA I-60
J
oist
University of Hawaii dormitory construction using Ikaika joists.
11⁷⁄₈”
14”
9¹⁄₂”
11⁷⁄₈”
14”
9¹⁄₂”
16”
11⁷⁄₈”
14”
9¹⁄₂”
16”
11⁷⁄₈”
14”
16”
-
9¹⁄₂”
I
⅜” OSB Web
1¾” x 1⅜” Flange
⅜” OSB Web
25⁄16” x 1⅜” Flange
⅜” OSB Web
21⁄16” x 1⅜” Flange
⅜” OSB Web
25⁄16” x 1⅜” Flange
IKAIKA I-77
IKAIKA I-90
Ikaika
Joist
IKAIKA I-70
11⁷⁄₈”
14”
16”
18”
20”
9¹⁄₂”
⅜” OSB Web
25⁄16” x 1½” Flange
page
4
11⁷⁄₈”
14”
16”
18”
7⁄16” OSB Web
25⁄16” x 1½” Flange
20”
22”
24”
9¹⁄₂”
11⁷⁄₈”
14”
16”
18”
7⁄16” OSB Web
3½” x 1½” Flange
20”
22”
24”
Ikaika
Ikaika Joist
REFERENCE DESIGN VALUES (1)
Joist
Depth
EI (2)
(x 106 lb-in2)
k(3)
(x 106 lb)
M(4)
(ft-lb)
V(5)
(lb)
ER(6)
(lb)
IR(7)
(lb)
eference
D
esign
4.
5.
6.
7.
8.
9.
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
2000
1450
1450
2400
2400
2400
2400
1800
1800
1300
1300
2400
2400
2400
2400
1800
1800
1300
1300
R
9½”
145
4.94
2520
1120
915
1990
253
6.18
3265
1420
915
1990
11⅞”
14”
373
7.28
3890
1710
915
1990
9½”
193
4.94
2735
1120
1080
2240
330
6.18
3545
1420
1080
2330
11⅞”
IKAIKA I-40
14”
482
7.28
4270
1710
1080
2330
16”
657
8.32
4950
1970
1080
2330
9½”
193
4.94
3345
1120
980
2240
330
6.18
4315
1420
980
2250
11⅞”
IKAIKA I-45
14”
486
7.28
5140
1710
980
2250
16”
665
8.32
5880
1970
980
2250
9½”
231
4.94
3780
1120
1080
2240
396
6.18
4900
1420
1080
2330
11⅞”
IKAIKA I-60
14”
584
7.28
5895
1710
1080
2330
16”
799
8.32
6835
1970
1080
2330
440
6.19
6730
1420
1160
2335
11⅞”
14”
644
7.33
8030
1710
1160
2335
IKAIKA I-70
16”
873
8.42
9200
1970
1160
2335
18”
1141
9.53
10355
2239
1160
2335
20”
1447
10.63
11495
2506
1160
2335
9½”
261
5.57
5155
1430
1285
2695
442
6.92
6675
1925
1285
2695
11⅞”
14”
648
8.17
7960
2125
1285
2695
16”
881
9.35
9120
2330
1285
2695
IKAIKA I-77
18”
1152
10.55
10265
2535
1285
2695
20”
1463
11.76
11395
2740
1285
2695
4125 (9)
22”
1815
12.97
12520
2935
2390 (9)
24”
4125 (9)
2209
14.18
13630
3060
2390 (9)
9½”
392
5.57
7915
1430
1400
2860
661
6.92
10255
1925
1400
3355
11⅞”
14”
965
8.17
12235
2125
1400
3355
16”
1306
9.35
14020
2330
1400
3355
IKAIKA I-90
18”
1703
10.55
15780
2535
1400
3355
20”
2155
11.76
17520
2740
1400
3355
4605 (9)
22”
2664
12.97
19245
2935
2400 (9)
24”
3232
14.18
20955
3060
2400 (9)
4605 (9)
1. Values apply to normal load duration. All values except EI, k and Vertical Load may be adjusted for other load durations as permitted by the code.
2. Bending stiffness (EI).
3. Coefficient of shear deflection (k). Use Equations 1 or 2 to calculate uniform load or center point load deflections in a simple-span application.
Uniform Load:
Center-Point Load:
Where:
3
d =calculated deflection [in]
P =concentrated load [lb]
5wl 4 + wl 2
2Pl
[1] d =__________
________
[2] d =Pl
+
w =uniform load [lb/in]
EI =bending stiffness of the I-joist [lb-in2]
384El k
48EI k
l =design span [in]
k =coefficient of shear deflection [lb]
IKAIKA I-20
Vertical
Load(8) (plf)
Moment capacity (M). The tabulated values shall not be increased by any code-allowed repetitive member factor.
Shear capacity (V).
End reaction capacity (ER) of the I-joist without web stiffeners and a minimum bearing length of 1¾ inches.
Intermediate reaction capacity (IR) of the I-joist without web stiffeners and a minimum bearing length of 3½ inches.
Blocking panel and rim joist vertical load capacity.
Web stiffeners required. See Web Stiffener Requirements on page 11.
V alues
For information about our complete line of products, please scan this code or visit
www.hpmhawaii.com
Joist
Joist
Series
page 5
pans
Floor Spans
Allowable Spans for IKAIKA Joists –
40 PSF live load and 10 psf dead load
Joist Joist
Series Depth
IKAIKA
I-20
IKAIKA
I-40
S
IKAIKA
I-45
IKAIKA
I-60
Ikaika
Joist
F
loor
IKAIKA
I-70
IKAIKA
I-77
IKAIKA
I-90
9½”
11⅞”
14”
9½”
11⅞”
14”
16”
9½”
11⅞”
14”
16”
9½”
11⅞”
14”
16”
11⅞”
14”
16”
18”
20”
9½”
11⅞”
14”
16”
18”
20”
22”
24”
9½”
11⅞”
14”
16”
18”
20”
22”
24”
12”
o.c.
16’–8”
19’–11”
22’–8”
18’–0”
21’–5”
24’–4”
26’–11”
18’–0”
21’–5”
24’–4”
27’–0”
18’–11”
22’–7”
25’–8”
28’–6”
23’–4”
26’–5”
29’–3”
32’–0”
34’–8”
19’–8”
23’–5”
26’–7”
29’–5”
32’–2”
34’–10”
37’–5”
40’–0”
22’–2”
26’–5”
29’–11”
33’–1”
36’–2”
39’–2”
42’–0”
44’–10”
Simple Span
16” 19.2”
o.c.
o.c.
15’–3” 14’–5”
18’–3” 17’–3”
20’–9” 19’–6”
16’–5” 15’–6”
19’–7” 18’–6”
22’–2” 20’–6”
24’–2” 22’–1”
16’–5” 15’–6”
19’–7” 18’–6”
22’–3” 21’–0”
24’–8” 23’–4”
17’–3” 16’–3”
20’–7” 19’–5”
23’–5” 22’–1”
26’–0” 24’–6”
21’–3” 20’–1”
24’–2” 22’–9”
26’–9” 25’–2”
29’–3” 27’–7”
31’–7” 28’–10”
17’–11” 16’–11”
21’–4” 20’–2”
24’–3” 22’–11”
26’–10” 25’–4”
29’–4” 27’–9”
31’–10” 30’–0”
34’–2” 32’–3”
36’–6” 34’–5”
20’–2” 19’–0”
24’–0” 22’–7”
27’–3” 25’–8”
30’–2” 28’–5”
32’–11” 31’–0”
35’–8” 33’–7”
38’–3” 36’–1”
40’–10” 38’–6”
24”
o.c.
13’–6”
16’–0”
17’–5”
14’–6”
16’–8”
18’–4”
19’–9”
14’–6”
17’–3”
19’–5”
19’–5”
15’–2”
18’–2”
20’–7”
21’–5”
18’–8”
21’–3”
23’–0”
23’–0”
23’–0”
15’–10”
18’–10”
21’–4”
23’–8”
25’–6”
25’–6”
30’–1”
32’–2”
17’–8”
21’–1”
23’–11”
26’–5”
27’–10”
27’–10”
33’–7”
35’–10”
Allowable Spans for IKAIKA Joists –
40 PSF live load and 20 psf dead load
12”
o.c.
18’–6”
22’–3”
24’–8”
20’–0”
23’–7”
25’–11”
27’–11”
20’–0”
23’–11”
27’–2”
30’–2”
21’–1”
25’–2”
28’–8”
31’–9”
26’–0”
29’–6”
32’–8”
35’–9”
37’–1”
21’–11”
26’–1”
29’–8”
32’–10”
35’–11”
38’–11”
41’–10”
44’–8”
24’–8”
29’–5”
33’–4”
36’–11”
40’–4”
43’–8”
46’–11”
50’–1”
Multiple Span
16” 19.2”
o.c.
o.c.
17’–0” 15’–7”
19’–6” 17’–10”
21’–4” 19’–6”
17’–10” 16’–3”
20’–4” 18’–7”
22’–5” 20’–5”
24’–1” 22’–0”
18’–3” 17’–3”
21’–10” 20’–6”
24’–7” 22’–3”
26’–4” 22’–3”
19’–2” 18’–1”
22’–11” 21’–7”
26’–1” 23’–0”
27’–8” 23’–0”
23’–8” 22’–3”
26’–10” 23’–1”
27’–9” 23’–1”
27’–9” 23’–1”
27’–9” 23’–1”
20’–0” 18’–10”
23’–9” 22’–5”
27’–0” 25’–6”
29’–11” 26’–8”
32’–1” 26’–8”
32’–1” 26’–8”
38’–2” 35’–1”
40’–2” 36’–8”
22’–5” 21’–1”
26’–9” 25’–2”
30’–4” 28’–6”
33’–7” 31’–7”
36’–8” 33’–3”
39’–9” 33’–3”
42’–8” 40’–2”
45’–6” 42’–10”
24”
o.c.
13’–11”
15’–8”
15’–8”
14’–6”
16’–7”
18’–3”
18’–5”
16’–1”
17’–9”
17’–9”
17’–9”
16’–10”
18’–5”
18’–5”
18’–5”
18’–5”
18’–5”
18’–5”
18’–5”
18’–5”
17’–7”
20’–11”
21’–4”
21’–4”
21’–4”
21’–4”
31’–5”
32’–9”
19’–8”
23’–4”
26’–6”
26’–7”
26’–7”
26’–7”
36’–7”
36’–7”
Joist Joist
Series Depth
IKAIKA
I-20
IKAIKA
I-40
IKAIKA
I-45
IKAIKA
I-60
IKAIKA
I-70
IKAIKA
I-77
IKAIKA
I-90
9½”
11⅞”
14”
9½”
11⅞”
14”
16”
9½”
11⅞”
14”
16”
9½”
11⅞”
14”
16”
11⅞”
14”
16”
18”
20”
9½”
11⅞”
14”
16”
18”
20”
22”
24”
9½”
11⅞”
14”
16”
18”
20”
22”
24”
12”
o.c.
16’–8”
19’–11”
22’–7”
18’–0”
21’–5”
23’–8”
25’–6”
18’–0”
21’–5”
24’–4”
27’–0”
18’–11”
22’–7”
25’–8”
28’–6”
23’–4”
26’–5”
29’–3”
32’–0”
34’–8”
19’–8”
23’–5”
26’–7”
29’–5”
32’–2”
34’–10”
37’–5”
40’–0”
22’–2”
26’–5”
29’–11”
33’–1”
36’–2”
39’–2”
42’–0”
44’–10”
Simple Span
16” 19.2”
o.c.
o.c.
15’–3” 14’–4”
17’–11” 16’–4”
19’–6” 17’–10”
16’–4” 14’–11”
18’–8” 17’–0”
20’–6” 18’–8”
22’–1” 20’–1”
16’–5” 15’–6”
19’–7” 18’–6”
22’–3” 20’–3”
24’–1” 20’–3”
17’–3” 16’–3”
20’–7” 19’–5”
23’–5” 22’–0”
25’–11” 22’–4”
21’–3” 20’–1”
24’–2” 22’–9”
26’–9” 24’–0”
28’–10” 24’–0”
28’–10” 24’–0”
17’–11” 16’–11”
21’–4” 20’–2”
24’–3” 22’–11”
26’–10” 25’–4”
29’–4” 26’–7”
31’–10” 26’–7”
34’–2” 32’–1”
36’–6” 33’–6”
20’–2” 19’–0”
24’–0” 22’–7”
27’–3” 25’–8”
30’–2” 28’–5”
32’–11” 29’–0”
34’–10” 29’–0”
38’–3” 36’–1”
40’–10” 38’–6”
24”
o.c.
12’–9”
14’–7”
15’–1”
13’–4”
15’–2”
16’–8”
17’–10”
14’–6”
16’–2”
16’–2”
16’–2”
15’–2”
17’–10”
17’–10”
17’–10”
18’–8”
19’–2”
19’–2”
19’–2”
19’–2”
15’–10”
18’–10”
21’–3”
21’–3”
21’–3”
21’–3”
28’–8”
29’–11”
17’–8”
21’–1”
23’–2”
23’–2”
23’–2”
23’–2”
33’–7”
35’–10”
12”
o.c.
18’–1”
20’–7”
22’–6”
18’–10”
21’–6”
23’–7”
25’–5”
20’–0”
23’–9”
25’–11”
27’–9”
21’–1”
25’–2”
27’–9”
29’–11”
26’–0”
29’–6”
30’–10”
30’–10”
30’–10”
21’–11”
26’–1”
29’–8”
32’–10”
35’–8”
35’–8”
40’–7”
42’–4”
24’–8”
29’–5”
33’–4”
36’–11”
40’–4”
43’–8”
46’–11”
50’–1”
Multiple Span
16” 19.2”
o.c.
o.c.
15’–7” 14’–3”
17’–10” 16’–3”
19’–6” 16’–4”
16’–3” 14’–10”
18’–7” 16’–11”
20’–5” 18’–7”
22’–0” 19’–2”
18’–0” 16’–5”
20’–6” 18’–6”
22’–3” 18’–6”
22’–3” 18’–6”
19’–2” 17’–6”
21’–11” 19’–2”
23’–0” 19’–2”
23’–0” 19’–2”
23’–1” 19’–2”
23’–1” 19’–2”
23’–1” 19’–2”
23’–1” 19’–2”
23’–1” 19’–2”
20’–0” 18’–10”
23’–9” 22’–2”
26’–8” 22’–2”
26’–8” 22’–2”
26’–8” 22’–2”
26’–8” 22’–2”
35’–1” 32’–0”
36’–8” 33’–5”
22’–5” 21’–1”
26’–9” 25’–2”
30’–4” 27’–8”
33’–3” 27’–8”
33’–3” 27’–8”
33’–3” 27’–8”
42’–8” 38’–1”
45’–6” 38’–1”
24”
o.c.
12’–8”
13’–0”
13’–0”
13’–3”
15’–1”
15’–3”
15’–3”
14’–8”
14’–9”
14’–9”
14’–9”
14’–8”
15’–3”
15’–3”
15’–3”
15’–4”
15’–4”
15’–4”
15’–4”
15’–4”
17’–7”
17’–8”
17’–8”
17’–8”
17’–8”
17’–8”
27’–3”
27’–3”
18’–10”
22’–1”
22’–1”
22’–1”
22’–1”
22’–1”
30’–5”
30’–5”
Notes:
1. Table values apply to uniformly loaded, residential floor joists.
2. Span is measured from face to face of supports.
3. Deflection is limited to L/240 at total load and L/480 at live load.
4.Table values are based on glued and nailed sheathing panels (23/32” for 24” o.c., 19/32” otherwise). Use an ASTM D3498 adhesive in accordance with the manufacturer’s recommendations.
Reduce spans by 12” if sheathing is nailed only.
5. Provide at least 1¾” of bearing length at end supports and 3½” at intermediate supports.
6. Provide lateral restraint at supports (e.g. blocking panels, rim board) and along the compression flange of each joist (e.g. floor sheathing, gypsum board ceiling).
7.Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. commercial floors, different bearing conditions, concentrated loads) or for multiple
span joists if the length of any span is less than half the length of an adjacent span.
How to Use Floor Span Tables
1. Choose the appropriate live and dead load combination as well as a joist spacing.
2. Scan down the spacing column to find a span that exceeds the design span.
3. Scan to the left from that span to determine the joist size required.
4.Web stiffeners are required at all supports for 22” and 24” joists. See Web Stiffener Requirements on page 11 for more details.
page
6
Simple-Span Joist— Allowable Loads for IKAIKA Joists (PLF)
Joist
F
loor
Joist Span (ft)
IKAIKA I-20
IKAIKA I-40
IKAIKA I-45
IKAIKA I-60
14”
9½”
14”
16”
9½”
14”
16”
9½”
14”
16”
9½”
11⅞”
11⅞”
11⅞”
11⅞”
Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100%
6
- 305 - 305 - 305 - 360 - 360 - 360 - 360 - 327 - 327 - 327 - 327 - 360 - 360 - 360 - 360
7
- 261 - 261 - 261 - 309 - 309 - 309 - 309 - 280 - 280 - 280 - 280 - 309 - 309 - 309 - 309
8
- 229 - 229 - 229 - 270 - 270 - 270 - 270 - 245 - 245 - 245 - 245 - 270 - 270 - 270 - 270
9 185 203 - 203 - 203 234 240 - 240 - 240 - 240 - 218 - 218 - 218 - 218 - 240 - 240 - 240 - 240
10 139 183 - 183 - 183 177 216 - 216 - 216 - 216 177 196 - 196 - 196 - 196 205 216 - 216 - 216 - 216
11 107 166 - 166 - 166 137 181 - 196 - 196 - 196 137 178 - 178 - 178 - 178 160 196 - 196 - 196 - 196
12 84 140 141 153 - 153 108 152 177 180 - 180 - 180 108 163 - 163 - 163 - 163 127 180 - 180 - 180 - 180
13 67 119 113 141 - 141 87 129 143 166 - 166 - 166 87 151 143 151 - 151 - 151 102 166 - 166 - 166 - 166
14 54 103 92 131 - 131 71 112 117 145 - 154 - 154 71 137 117 140 - 140 - 140 83 154 137 154 - 154 - 154
15 45 89 76 116 109 122 58 97 96 126 137 144 - 144 58 116 96 131 - 131 - 131 68 134 113 144 - 144 - 144
16 37 74 63 102 91 114 48 85 81 111 115 133 - 135 48 97 81 123 116 123 - 123 57 114 95 135 - 135 - 135
17
53 90 77 108
68 98 97 118 - 127
68 115 98 115 - 115
80 127 115 127 - 127
18
45 81 66 96
58 88 83 105 111 120
58 107 83 109 - 109
68 120 98 120 - 120
19
39 72 56 86
50 79 71 95 95 110
50 96 72 103 96 103
59 109 85 114 113 114
20
33 65 48 78
43 71 62 85 83 99
43 86 62 98 83 98
51 98 73 108 98 108
21
42 71
54 77 72 90
54 93 73 93
64 103 86 103
22
37 64
47 71 63 82
47 85 64 89
56 97 75 98
23
32 59
41 65 56 75
42 78 56 85
49 89 67 94
24
29 54
37 59 49 69
37 71 50 82
44 82 59 90
25
44 63
44 75
53 86
26
39 59
40 70
47 81
27
35 54
35 65
42 75
28
32 51
32 60
38 70
Notes:
1. Table values apply to uniformly loaded floor joists.
2. Span is measured to the center of each support.
3.The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limit of L/480
at 40 psf for residential floors does a better job than L/360 of meeting most performance expectations.
4. Table values do not account for stiffness added by glued or nailed sheathing.
7.Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists if the length
of any span is less than half the length of an adjacent span.
Ikaika
Floor Loads
How to Use Floor Load Tables
L
1.Choose a joist spacing and convert the live and total design loads specified in pounds per square foot (psf) to joist loads in pounds per lineal foot (plf).
Joist Spacing [ft] x Design Load [psf] = Joist Load [plf]
Joist Load (PLF)
20
20
27
32
40
30
30
40
48
60
40
40
53
64
80
50
50
67
80
100
Design Load (psf)
60
60
80
96
120
70
70
93
112
140
80
80
106
128
160
90
90
120
144
180
100
100
133
160
200
oads
Joist Spacing
Inches
Feet
12
1
16
1.33
19.2
1.6
24
2
2. Choose a span and scan across the Span row to find a joist size with sufficient Live and Total load capacities. Both requirements must be satisfied. When no value is shown in a Live column,
Total load governs.
3. Web stiffeners are required at all supports for 22” and 24” joists. See Web Stiffener Requirements on page 11 for more details.
page 7
Simple-Span Joist— Allowable Loads for IKAIKA Joists (PLF)
Joist Span (ft)
oads
L
loor
F
Joist
Floor Loads
11⅞”
14”
IKAIKA I-70
16”
18”
20”
9½”
11⅞”
IKAIKA I-77
16”
18”
14”
22”
24”
9½”
11⅞”
14”
IKAIKA I-90
16”
18”
20”
22”
24”
Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100%
6 - 387 - 387 - 387 - 387 - 387 - 428 - 428 - 428 - 428 - 428 - 428 - 797 - 797 - 467 - 467 - 467 - 467 - 467 - 467 - 800 - 800
7 - 331 - 331 - 331 - 331 - 331 - 367 - 367 - 367 - 367 - 367 - 367 - 683 - 683 - 400 - 400 - 400 - 400 - 400 - 400 - 686 - 686
8 - 290 - 290 - 290 - 290 - 290 - 321 - 321 - 321 - 321 - 321 - 321 - 598 - 598 - 350 - 350 - 350 - 350 - 350 - 350 - 600 - 600
9 - 258 - 258 - 258 - 258 - 258 - 286 - 286 - 286 - 286 - 286 - 286 - 531 - 531 - 311 - 311 - 311 - 311 - 311 - 311 - 533 - 533
10 - 232 - 232 - 232 - 232 - 232 232 257 - 257 - 257 - 257 - 257 - 257 - 478 - 478 - 280 - 280 - 280 - 280 - 280 - 280 - 480 - 480
11 - 211 - 211 - 211 - 211 - 211 181 234 - 234 - 234 - 234 - 234 - 234 - 435 - 435 250 255 - 255 - 255 - 255 - 255 - 255 - 436 - 436
12 - 193 - 193 - 193 - 193 - 193 143 214 - 214 - 214 - 214 - 214 - 214 - 398 - 398 200 233 - 233 - 233 - 233 - 233 - 233 - 400 - 400
13 - 178 - 178 - 178 - 178 - 178 115 198 186 198 - 198 - 198 - 198 - 198 - 368 - 368 162 215 - 215 - 215 - 215 - 215 - 215 - 369 - 369
14 149 166 - 166 - 166 - 166 - 166 94 184 152 184 - 184 - 184 - 184 - 184 - 341 - 341 133 200 - 200 - 200 - 200 - 200 - 200 - 343 - 343
15 124 155 - 155 - 155 - 155 - 155 77 155 126 171 - 171 - 171 - 171 - 171 - 319 - 319 111 187 177 187 - 187 - 187 - 187 - 187 - 320 - 320
16 104 145 - 145 - 145 - 145 - 145 65 129 106 161 151 161 - 161 - 161 - 161 - 299 - 299 93 175 150 175 - 175 - 175 - 175 - 175 - 300 - 300
17 88 136 125 136 - 136 - 136 - 136
89 151 128 151 - 151 - 151 - 151 - 281 - 281
127 165 - 165 - 165 - 165 - 165 - 282 - 282
18 75 129 107 129 - 129 - 129 - 129
76 143 109 143 - 143 - 143 - 143 - 266 - 266
109 156 154 156 - 156 - 156 - 156 - 267 - 267
19 65 122 92 122 - 122 - 122 - 122
65 131 94 135 125 135 - 135 - 135 244 252 - 252
94 147 133 147 - 147 - 147 - 147 - 253 - 253
20 56 112 80 116 107 116 - 116 - 116
57 113 81 129 109 129 - 129 - 129 212 239 - 239
81 140 116 140 - 140 - 140 - 140 - 240 - 240
21
70 110 93 110 - 110 - 110
71 122 95 122 122 122 - 122 186 227 223 228
101 133 - 133 - 133 - 133 - 229 - 229
22
61 105 82 105 105 105 - 105
62 117 83 117 107 117 - 117 164 207 197 217
89 127 118 127 - 127 - 127 - 218 - 218
23
54 101 72 101 93 101 - 101
55 110 73 112 95 112 - 112 145 189 174 206
79 122 105 122 - 122 - 122 202 209 - 209
24
48 96 64 97 83 97 - 97
49 97 65 107 84 107 105 107 129 174 155 189
70 117 93 117 - 117 - 117 180 200 - 200
25
57 93 74 93 92 93
58 103 75 103 94 103 115 160 139 174
83 112 106 112 - 112 161 192 - 192
26
51 89 66 89 83 89
52 99 67 99 84 99 103 148 124 161
74 108 95 108 - 108 145 185 173 185
27
46 86 59 86 74 86
47 93 60 95 76 95 93 137 112 150
67 104 86 104 - 104 131 178 156 178
28
41 83 53 83 67 83
42 84 54 92 68 92 84 128 101 139
60 100 78 100 97 100 118 171 142 171
29
48 80 61 80
49 89 62 89 76 119 92 130
70 97 88 97 107 166 129 166
30
44 77 55 77
45 86 56 86 69 111 83 121
64 93 80 93 98 160 117 160
31
40 75 50 75
41 81 51 83 63 104 76 113
58 90 73 90 89 155 107 155
32
46 73
47 80 57 98 69 106
67 88 82 150 98 150
33
42 70
43 78 53 92 63 100
61 85 75 141 90 145
34
38 68
39 76 48 87 58 94
56 82 69 133 83 141
35
35 66
36 72 44 82 54 89
52 80 63 126 76 137
36
41 77 49 84
58 117 70 129
37
38 73 46 80
54 108 65 122
38
35 69 42 76
50 100 60 116
39
39 72
56 110
40
36 68
52 104
41
34 65
49 97
42
32 62
45 91
Notes:
3. The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limit of L/480 at
40 psf for residential floors does a better job than L/360 of meeting most performance expectations.
7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists if the length of
any span is less than half the length of an adjacent span.
PSF to PLF Conversion – Load in Pounds per Lineal Foot (PLF)
O.C. Spacing
Ikaika
20”
Load in Pounds per Square Foot (psf)
(inches)
(feet)
20
25
30
35
40
45
50
55
60
65
70
75
12
1.00
20
25
30
35
40
45
50
55
60
65
70
75
16
1.33
27
33
40
47
53
60
67
73
80
87
93
100
19.2
1.60
32
40
48
56
64
72
80
88
96
104
112
120
50
60
70
80
90
100
110
120
130
140
150
24
2.00
40
o.c. spacing (ft) x load (psf) = load (plf)
page
8
Joist Span (ft)
Multiple-Span Joist— Allowable Loads for IKAIKA Joists (PLF)
IKAIKA I-45
9½”
14”
11⅞”
Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100%
- 299 - 300 - 300
- 256 - 257 - 257
- 224 - 225 - 225
- 199 - 200 - 200
- 179 - 180 - 180
- 163 - 164 - 164
144 149 - 150 - 150
116 138 - 138 - 138
95 128 - 129 - 129
79 119 - 120 - 120
66 105 108 113 - 113
92 106 - 106
78 100 - 100
67 95
95
58 86 84 90
73 86
64 82
57 78
50 71
16”
Live Total
L/480 100%
- 300
- 257
- 225
- 200
- 180
- 164
- 150
- 138
- 129
- 120
- 113
- 106
- 100
95
90
86
82
76 78
68 75
61 72
54 69
49 65
44 60
IKAIKA I-60
9½”
14”
16”
11⅞”
Live Total Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100% L/480 100%
- 299 - 311 - 311 - 311
- 256 - 266 - 266 - 266
- 224 - 233 - 233 - 233
- 199 - 207 - 207 - 207
- 179 - 186 - 186 - 186
- 163 - 169 - 169 - 169
- 149 - 155 - 155 - 155
135 138 - 143 - 143 - 143
111 128 - 133 - 133 - 133
92 119 - 124 - 124 - 124
77 112 - 117 - 117 - 117
107 110 - 110 - 110
92 104 - 104 - 104
79 98
98
98
69 93
93
93
86 89
89
76 85
85
67 81
81
60 78
78
71 75
64 72
58 69
52 67
loor
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
See Notes on page 8
IKAIKA I-40
9½”
14”
16”
11⅞”
Live Total Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100% L/480 100%
- 299 - 311 - 311 - 311
- 256 - 266 - 266 - 266
- 224 - 233 - 233 - 233
- 199 - 207 - 207 - 207
- 179 - 186 - 186 - 186
- 163 - 169 - 169 - 169
144 149 - 155 - 155 - 155
116 129 - 143 - 143 - 143
95 112 - 133 - 133 - 133
79 97
- 124 - 124 - 124
66 85 108 111 - 117 - 117
92 98
- 110 - 110
78 88
- 104 - 104
67 79
95
98
58 71 83 85
93
73 77
89
64 71
82
56 65
75
50 59 67 69
60 63
54 59
48 54
43 51
F
IKAIKA I-20
14”
11⅞”
Live Total Live Total
L/480 100% L/480 100%
- 265 - 265
- 227 - 227
- 199 - 199
- 177 - 177
- 159 - 159
- 145 - 145
- 133 - 133
- 122 - 122
- 114 - 114
103 106 - 106
86 100 - 100
73 90
94
62 81
88
53 72 77 84
46 65 66 78
58 71
51 64
45 59
40 54
Joist
9½”
Live Total
L/480 100%
- 265
- 227
- 199
- 177
- 159
143 145
113 133
91 119
74 103
61 90
51 79
Ikaika
Floor Loads
L
oads
page 9
Joist Span (ft)
oads
L
loor
F
Multiple-Span Joist— Allowable Loads for IKAIKA Joists (PLF)
11⅞”
14”
IKAIKA I-70
16”
18”
20”
9½”
11⅞”
14”
IKAIKA I-77
16”
18”
20”
22”
24”
9½”
11⅞”
14”
IKAIKA I-90
16”
18”
20”
22”
24”
Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total Live Total
L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100% L/480 100%
6 - 311 - 311 - 311 - 311 - 311 - 359 - 359 - 359 - 359 - 359 - 359 - 550 - 550 - 381 - 447 - 447 - 447 - 447 - 447 - 614 - 614
7 - 267 - 267 - 267 - 267 - 267 - 308 - 308 - 308 - 308 - 308 - 308 - 471 - 471 - 327 - 383 - 383 - 383 - 383 - 383 - 526 - 526
8 - 234 - 234 - 234 - 234 - 234 - 270 - 270 - 270 - 270 - 270 - 270 - 413 - 413 - 286 - 336 - 336 - 336 - 336 - 336 - 461 - 461
9 - 208 - 208 - 208 - 208 - 208 - 240 - 240 - 240 - 240 - 240 - 240 - 367 - 367 - 254 - 298 - 298 - 298 - 298 - 298 - 409 - 409
10 - 187 - 187 - 187 - 187 - 187 - 216 - 216 - 216 - 216 - 216 - 216 - 330 - 330 - 229 - 268 - 268 - 268 - 268 - 268 - 368 - 368
11 - 170 - 170 - 170 - 170 - 170 - 196 - 196 - 196 - 196 - 196 - 196 - 300 - 300 - 208 - 244 - 244 - 244 - 244 - 244 - 335 - 335
12 - 156 - 156 - 156 - 156 - 156 - 180 - 180 - 180 - 180 - 180 - 180 - 275 - 275 - 191 - 224 - 224 - 224 - 224 - 224 - 307 - 307
13 - 144 - 144 - 144 - 144 - 144 152 166 - 166 - 166 - 166 - 166 - 166 - 254 - 254 - 176 - 206 - 206 - 206 - 206 - 206 - 283 - 283
14 - 133 - 133 - 133 - 133 - 133 125 154 - 154 - 154 - 154 - 154 - 154 - 236 - 236 - 163 - 192 - 192 - 192 - 192 - 192 - 263 - 263
15 - 125 - 125 - 125 - 125 - 125 104 144 - 144 - 144 - 144 - 144 - 144 - 220 - 220 145 153 - 179 - 179 - 179 - 179 - 179 - 246 - 246
16 - 117 - 117 - 117 - 117 - 117 87 135 - 135 - 135 - 135 - 135 - 135 - 206 - 206 123 143 - 168 - 168 - 168 - 168 - 168 - 230 - 230
17 - 110 - 110 - 110 - 110 - 110
120 127 - 127 - 127 - 127 - 127 - 194 - 194
- 158 - 158 - 158 - 158 - 158 - 217 - 217
18 101 104 - 104 - 104 - 104 - 104
103 120 - 120 - 120 - 120 - 120 - 183 - 183
143 149 - 149 - 149 - 149 - 149 - 205 - 205
19 87 98 - 98 - 98 - 98 - 98
88 113 - 113 - 113 - 113 - 113 - 174 - 174
124 141 - 141 - 141 - 141 - 141 - 194 - 194
20 75 93 - 93 - 93 - 93 - 93
77 108 - 108 - 108 - 108 - 108 - 165 - 165
109 134 - 134 - 134 - 134 - 134 - 184 - 184
21
- 89 - 89 - 89 - 89
96 103 - 103 - 103 - 103 - 157 - 157
- 128 - 128 - 128 - 128 - 175 - 175
22
83 85 - 85 - 85 - 85
84 98 - 98 - 98 - 98 - 150 - 150
119 122 - 122 - 122 - 122 - 167 - 167
23
73 81 - 81 - 81 - 81
75 94 - 94 - 94 - 94 - 143 - 143
105 117 - 117 - 117 - 117 - 160 - 160
24
65 78 - 78 - 78 - 78
66 90 88 90 - 90 - 90 - 138 - 138
94 112 - 112 - 112 - 112 - 154 - 154
25
- 75 - 75 - 75
79 86 - 86 - 86 - 132 - 132
- 107 - 107 - 107 - 147 - 147
26
69 72 - 72 - 72
71 83 - 83 - 83 - 127 - 127
100 103 - 103 - 103 - 142 - 142
27
62 69 - 69 - 69
64 80 - 80 - 80 - 122 - 122
90 99 - 99 - 99 - 136 - 136
28
56 67 - 67 - 67
57 77 74 77 - 77 113 118 - 118
82 96 - 96 - 96 - 132 - 132
29
- 64 - 64
67 74 - 74 103 114 - 114
- 93 - 93 - 127 - 127
30
60 62 - 62
61 72 - 72 94 110 - 110
86 89 - 89 - 123 - 123
31
55 60 - 60
56 70 - 70 86 104 103 106
79 87 - 87 - 119 - 119
32
- 58
64 67 78 98 94 103
- 84 110 115 - 115
33
- 57
59 65 72 92 86 100
- 81 101 112 - 112
34
53 55
54 63 66 87 80 94
76 79 93 108 - 108
35
49 53
50 62 61 82 73 89
70 77 86 105 103 105
36
56 77 68 84
79 102 95 102
37
52 73 63 80
74 100 88 100
38
48 69 58 76
68 97 82 97
39
54 72
76 94
40
50 68
71 92
41
47 65
66 90
42
44 62
62 88
Notes:
3. The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limit of L/480 at
40 psf for residential floors does a better job than L/360 of meeting most performance expectations.
7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists if the length
of any span is less than half the length of an adjacent span.
Ikaika
Joist
Floor Loads
page
10
Web stiffeners are pairs of small blocks, cut from panels or 2x4s, that are
nailed to the joist web to stiffen a deep web, increase reaction capacity or
accommodate a special connector. Web stiffeners are not required when joists
are sized by means of the tables in this guide, with the following exceptions:
2.Web stiffeners are required to accommodate special connector
nailing requirements. Refer to the connector manufacturer’s
installation instructions.
3.Web stiffeners are required at birdsmouth cuts at the low end supports of
sloped joists.
Joist Depth
Intermediate Support
All Other Conditions
Minimum Dimensions
Web Stiffeners
Nails
Thickness
Width
1½”
2½” x 0.131”
15⁄32”
25⁄6”
1¾”
2½” x 0.131”
19⁄32”
25⁄6”
2½” x 0.131”
21⁄16”
23⁄32”
25⁄6”
2½” x 0.131”
25⁄6”
⅞”
25⁄6”
2½”
2½” x 0.131”
⅞”
25⁄6”
3½”
1½”
3½”
3½” x 0.131”
Web stiffener length is approximately ⅛” less than the clear distance between flanges.
Flange
Width
Concentrated Load > 1500 lbs.
Snug to top
Birdsmouth cut
at low support
Snug to
bottom
High reaction at support
Duct Holes
Duct Holes
Minimum Distance ‘D’ From Any Support to the Centerline of the Hole
Duct Hole Width
Joist
Span (ft)
8”
10”
12”
14”
16”
12
5’– 7’’
5’– 8’’
5’– 10’’
5’– 11’’
IKAIKA
16
7’– 5’’
7’– 7’’
7’– 10’’
7’– 11’’
I-77
20
9’– 4’’
9’– 6’’
9’– 9’’
9’– 11’’
24
11’– 2’’
11’– 5’’
11’– 9’’
11’– 11’’
(depths
28
13’– 0’’
13’– 4’’
13’– 8’’
13’– 11’’
to 20”)
32
14’– 11’’ 15’– 3’’
15’– 8’’
15’– 11’’
12
5’– 7’’
5’– 8’’
5’– 10’’
5’– 11’’
IKAIKA
16
7’– 5’’
7’– 7’’
7’– 9’’
7’– 11’’
I-90
20
9’– 4’’
9’– 6’’
9’– 8’’
9’– 11’’
24
11’– 2’’
11’– 5’’
11’– 8’’
11’– 10’’
(depths
28
13’– 1’’
13’– 4’’
13’– 7’’
13’– 10’’
to 20”)
32
14’– 11’’ 15’– 3’’
15’– 7’’
15’– 10’’
For depths greater than 20”, use beam sizing software to size and locate duct holes.
See GENERAL NOTES on next page.
Joist
Series
Never drill, cut or notch the flange,
or over-cut the web.
and
Holes in webs should be cut with a
sharp saw.
For rectangular holes, avoid over
cutting the corners, as this can cause
unnecessary stress concentrations.
Slightly rounding the corners is
recommended. Starting the rectangular
hole by drilling a 1” diameter hole
in each of the four corners and then
making the cuts between the holes
is another good method to minimize
damage to I-joists.
page 11
H oles
Duct Hole Width
Joist
Joist
Series
Span (ft)
8”
10”
12”
14”
16”
8
3’– 7’’
3’– 8’’
3’– 9’’
IKAIKA
12
5’– 5’’
5’– 7’’
5’– 8’’
16
7’– 3’’
7’– 5’’
7’– 7’’
I-20
20
9’– 1’’
9’– 4’’
9’– 6’’
8
3’– 7’’
3’– 8’’
3’– 10’’
3’– 11’’
12
5’– 5’’
5’– 7’’
5’– 9’’
5’– 10’’
IKAIKA
16
7’– 3’’
7’– 5’’
7’– 8’’
7’– 10’’
20
9’– 1’’
9’– 4’’
9’– 7’’
9’– 9’’
I-40
24
10’– 11’’ 11’– 2’’
11’– 6’’
11’– 9’’
28
12’– 8’’
13’– 1’’
13’– 5’’
13’– 8’’
8
3’– 5”
3’– 7”
3’– 8”
3’– 9”
3’– 10”
12
5’– 2”
5’– 4”
5’– 6”
5’– 8”
5’– 10”
IKAIKA
16
6’– 11”
7’– 2”
7’– 5”
7’– 7”
7’– 9”
20
8’– 8”
9’– 0”
9’– 3”
9’– 6”
9’– 9”
I-45
24
10’– 5”
10’– 9”
11’– 1”
11’– 4”
11’– 8”
28
12’– 2”
12’– 7”
12’– 11”
13’– 3”
13’– 8”
8
3’– 7’’
3’– 8’’
3’– 10’’
3’– 11’’
12
5’– 5’’
5’– 7’’
5’– 9’’
5’– 10’’
IKAIKA
16
7’– 3’’
7’– 5’’
7’– 8’’
7’– 10’’
20
9’– 1’’
9’– 4’’
9’– 7’’
9’– 9’’
I-60
24
10’– 11’’ 11’– 2’’
11’– 6’’
11’– 9’’
28
12’– 8’’
13’– 1’’
13’– 5’’
13’– 8’’
12
5’– 3’’
5’– 5’’
5’– 7’’
5’– 9’’
5’– 11’’
16
7’– 1’’
7’– 3’’
7’– 5’’
7’– 8’’
7’– 10’’
IKAIKA
20
8’– 10’’
9’– 1’’
9’– 4’’
9’– 7’’
9’– 10’’
24
10’– 7’’
10’– 11’’ 11’– 2’’
11’– 6’’
11’– 10’’
I-70
28
12’– 5’’
12’– 9’’
13’– 1’’
13’– 5’’
13’– 9’’
32
14’– 2’’
14’– 7’’
14’– 11’’ 15’– 4’’
15’– 9’’
S tiffeners
2.Web stiffeners are required under concentrated loads applied to the tops of
joists between supports, or along cantilevers beyond the support, when the
concentrated load exceeds 1500 pounds.
16” & Less
4
4
W eb
1.Web stiffeners are required for high reactions at supports. Refer to
ESR-1225.
20” & 18”
8
6
Web Stiffener Size Required
4.Web stiffeners are required at all supports on 22- and 24-inch joists.
When joists are sized by means of sizing software, or otherwise engineered
for an application, web stiffeners are required as follows:
24” & 22”
10
8
Joist
1.Web stiffeners are required at the ends of joists set in hangers that are not
deep enough to laterally support the top flanges of the joists. Refer to the
hanger manufacturer’s installation instructions.
Number of Web Stiffener Nails Required
Ikaika
Web Stiffener Requirements
D
(see table below)
Duct Hole
(full height). See
table on page 11 and
general notes below.
D
(see table below)
Rectangular
Hole
Do not cut rectangular holes, or
round holes larger than 1½” in
diameter, in cantilevers
Round and rectangular holes
Span (ft)
Span (ft)
Span (ft) Span (ft)
Round Hole Diameter
Rectangular Hole Longest Side
8
9¼”
12
Joist
16
8
9½”
12
Joist
16
8
12
11⅞”
Joist
16
20
12
16
14”
Joist
20
24
12
16
16”
20
Joist
24
28
12
16
18”
20
Joist
24
28
16
20
20”
24
Joist
28
32
16
20
22”
24
Joist
28
32
16
20
24”
24
Joist
28
32
Span (ft)
Span (ft)
Span (ft)
Span (ft)
eb
W
Joist
Ikaika
Minimum 2x diameter of largest hole
Round holes up to 1½” in diameter may be
cut anywhere in the web. Provide at least 3” of
horizontal clearance from other holes.
Span (ft)
pecifications
S
ole
H
2”
1½”
1’– 1”
1’– 8”
2’– 2”
1’– 1”
1’– 7”
2’– 1”
1’– 1”
1’– 1”
1’– 5”
1’– 10”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
1’– 1”
3”
4”
5”
6”
6¼”
10”
8⅝”
2¼”
3”
3¾”
4½”
7½”
4⅝”
6⅜”
1’– 8”
2’– 2”
2’– 9”
3’– 3”
2’– 6”
3’– 3”
4’– 1”
4’– 11”
3’– 3”
4’– 4”
5’– 5”
6’– 6”
1’– 7”
2’– 1”
2’– 8”
3’– 2”
3’– 3”
2’– 4”
3’– 2”
3’– 11”
4’– 9”
4’– 11”
3’– 2”
4’– 3”
5’– 3”
6’– 4”
6’– 7”
1’– 2”
1’– 7”
2’– 0”
2’– 5”
2’– 7”
3’– 7”
1’– 9”
2’– 5”
3’– 0”
3’– 8”
3’– 10”
5’– 5”
2’– 4”
3’– 2”
4’– 1”
4’– 11”
5’– 2”
7’– 2”
2’– 11”
4’– 0”
5’– 1”
6’– 2”
6’– 5”
9’– 0”
1’– 2”
1’– 5”
2’– 0”
2’– 8”
2’– 10”
4’– 3”
5’– 1”
1’– 2”
1’– 11”
2’– 9”
3’– 6”
3’– 9”
5’– 8”
6’– 9”
1’– 5”
2’– 5”
3’– 5”
4’– 5”
4’– 8”
7’– 1”
8’– 5”
1’– 8”
2’– 10”
4’– 1”
5’– 4”
5’– 7”
8’– 6”
10’– 2”
1’– 2”
1’– 2”
1’– 3”
1’– 5”
1’– 6”
3’– 0”
3’– 10”
1’– 2”
1’– 2”
1’– 3”
1’– 10”
2’– 1”
4’– 0”
5’– 1”
1’– 2”
1’– 2”
1’– 3”
2’– 4”
2’– 7”
5’– 0”
6’– 5”
1’– 2”
1’– 2”
1’– 7”
2’– 9”
3’– 1”
6’– 0”
7’– 8”
1’– 2”
1’– 2”
1’– 10”
3’– 3”
3’– 7”
7’– 0”
8’– 11”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 7”
2’– 6”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
2’– 2”
3’– 3”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
2’– 8”
4’– 1”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
3’– 2”
4’– 11”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
3’– 9”
5’– 9”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 4”
1’– 10”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 4”
2’– 3”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 4”
2’– 9”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 4”
3’– 2”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 5”
3’– 8”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
2’– 7”
3’– 4”
1’– 2”
1’– 2”
1’– 3”
1’– 5”
1’– 7”
3’– 2”
4’– 2”
1’– 2”
1’– 2”
1’– 3”
1’– 8”
1’– 10”
3’– 10”
5’– 0”
1’– 11”
2’– 2”
4’– 6”
5’– 10”
1’– 2”
1’– 2”
1’– 3”
1’– 2”
1’– 2”
1’– 3”
2’– 3”
2’– 6”
5’– 2”
6’– 8”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
1’– 10”
2’– 7”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
2’– 3”
3’– 2”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
2’– 9”
3’– 10”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
3’– 2”
4’– 6”
1’– 2”
1’– 2”
1’– 3”
1’– 3”
1’– 3”
3’– 8”
5’– 2”
10¾”
8”
5’– 6”
7’– 4”
9’– 3”
11’– 1”
4’– 3”
5’– 9”
7’– 2”
8’– 7”
10’– 0”
2’– 11”
3’– 11”
4’– 11”
5’– 10”
6’– 10”
2’– 5”
3’– 1”
3’– 8”
4’– 3”
4’– 11”
3’– 9”
4’– 8”
5’– 7”
6’– 7”
7’– 6”
3’– 0”
3’– 8”
4’– 5”
5’– 2”
5’– 11”
12”
9”
5’– 1”
6’– 9”
8’– 5”
10’– 1”
11’– 10”
3’– 9”
5’– 0”
6’– 2”
7’– 5”
8’– 8”
3’– 6”
4’– 4”
5’– 2”
6’– 1”
6’– 11”
4’– 5”
5’– 7”
6’– 8”
7’– 9”
8’– 11”
3’– 8”
4’– 6”
5’– 5”
6’– 4”
7’– 3”
12¾”
9½”
14¾”
11”
16¾”
12½”
5’– 6”
7’– 4”
9’– 2”
11’– 0”
12’– 10”
4’– 2”
5’– 7”
7’– 0”
8’– 5”
9’– 9”
4’– 1”
5’– 1”
6’– 1”
7’– 2”
8’– 2”
4’– 10”
6’– 1”
7’– 3”
8’– 6”
9’– 9”
4’– 0”
5’– 0”
6’– 0”
7’– 0”
8’– 1”
5’– 5”
7’– 3”
9’– 1”
10’– 11”
12’– 9”
5’– 9”
7’– 2”
8’– 7”
10’– 0”
11’– 5”
6’– 0”
7’– 6”
8’– 11”
10’– 5”
11’– 11”
5’– 1”
6’– 4”
7’– 8”
8’– 11”
10’– 2”
7’– 4”
9’– 2”
11’– 0”
12’– 10”
14’– 8”
7’– 1”
8’– 10”
10’– 7”
12’– 5”
14’– 2”
6’– 2”
7’– 8”
9’– 3”
10’– 9”
12’– 4”
General Notes
1.Table values apply to joists sized by means of the load or span tables in
this publication. Use beam sizing software for a more precise analysis or to
analyze conditions outside of the scope of these tables.
2.Web holes may be located anywhere between the joist flanges. Leave at
least ⅛ inch clearance between the edges of holes and the flanges.
3.Do not cut rectangular holes, or round holes larger than 1½ inch diameter,
in cantilevers.
page
12
4.The horizontal clearance between the edges of adjacent holes must
be at least twice the diameter (or longest side) of the larger hole.
Exception: A 1½ inch diameter hole may be drilled anywhere in the
web. Provide at least 3 inches of horizontal clearance from adjacent
holes of any size.
5.1½ inch diameter holes are factory-scored in the web at 16 inches
on center.
n = Stocked Items
Face Mount Hangers
Single I-Joist
Skewed 45° Hangers
Double I-Joist
Load
(100%)
2305
2880
2880
2305
2880
3170
3455
2305
2880
3170
3455
3745
4030
4030
4030
2680
3275
3870
3870
3870
Hanger
Width Depth
Hanger
9½”
IUS1.56/9.5
MIU3.12/9
1½” 11Jäk”
MIU3.12/11
IUS1.56/11.88
MIU3.12/111
9½”
IUS1.81/9.5
MIU3.56/9
IUS1.81/11.88
MIU3.56/11
1¾” 11⅞”
14”
IUS1.81/14
MIU3.56/14
16”
IUS1.81/16
MIU3.56/16
9½”
IUS2.37/9.5
MIU4.75/9
IUS2.37/11.88
MIU4.75/11
11⅞”
14”
IUS2.37/14
MIU4.75/14
16”
IUS2.37/16
MIU4.75/16
25⁄16” 18”
MIU2.37/18
MIU4.75/18
20”
MIU2.37/20
MIU4.75/20
MIU4.75/201
22”
MIU2.37/201
24”
MIU2.37/201
MIU4.75/201
9½”
IUS3.56/9.5
HU410-21
IUS3.56/11.88
HU412-21
11⅞”
14”
IUS3.56/14
HU414-21
IUS3.56/16
HU414-21
3½” 16”
18”
MIU3.56/18
HU414-21
20”
MIU3.56/20
22”
MIU3.56/201
See Simpson Catalog*
24”
MIU3.56/201
n=Stocked Items
1. Web stiffeners required. • Fill all round and triangle nail holes for maximum load values.
Single I-Joist
Double I-Joist
Load
Load
Hanger
Width Depth
Hanger
(100%)
(100%) Width Depth
1
1
9½”
9½”
1440
SUR/L210-2
2015
SUR/L210
3” 11⅞”
1½” 11⅞”
2015
SUR/L210-21
SUR/L2101
1440
14”
2500
SUR/L214-21
9½”
9½”
2015
SUR/L1.81/9
1730
SUR/L4101
SUR/L1.81/11
2305 3½” 11⅞”
SUR/L4101
2015
1¾” 11⅞”
14”
14”
2500
SUR/L1.81/14
2500
SUR/L4141
1
1
16”
16”
SUR/L1.81/14
2500
SUR/L414
2500
9½”
9½”
SUR/L2.37/9
2015
HSUR/L4.75/9
1785
SUR/L2.37/11
2305
2380
11⅞”
11⅞” HSUR/L4.75/11
SUR/L2.37/14
2590 4⅝” 14”
HSUR/L4.75/14
2975
25⁄16” 14”
1
16”
16”
2590
HSUR/L4.75/16
3330
SUR/L2.37/14
18”
18”
SUR/L2.37/141
2590
HSUR/L4.75/161
3330
20”
20”
SUR/L2.37/141
2590
HSUR/L4.75/161
3330
9½”
2015
9½”
2145
SUR/L4101
HU410-2X1,2
2015
HU412-2X1,2
2620
SUR/L4101
11⅞”
11⅞”
14”
14”
SUR/L4141
2500
HU414-2X1,2
3096
1
1,2
16”
SUR/L414
2500
HU414-2X
3096
3½” 16”
7”
1
1,2
18”
18”
SUR/L414
2500
HU414-2X
3096
1
20”
20”
SUR/L414
2500
22”
22”
24”
24”
1. Web stiffeners required.
2.Skewed option must be special ordered. Specify skew angle and direction. Web stiffeners required.
Top Flange Hangers
Single I-Joist
Double I-Joist
Load
Width
Depth
Hanger
%
(100 )
9½”
1520
MIT29.5-2
MIT211.88-2
1520 3” 11⅞”
14”
LBV3.12/14
9½”
1520
MIT49.5
1520 3½” 11⅞”
MIT411.88
14”
1520
MIT414
16”
1520
MIT416
9½”
1520
MIT359.5-2
1520
MIT3511.88-2
11⅞”
14”
1520
MIT3514-2
1520 4⅝” 16”
MIT4.75/16
18”
2305
LBV4.75/18
20”
2305
LBV4.75/20
22”
2460
B4.75
24”
2460
B4.75
1520
9½”
B7.12/9.5
1520
B7.12/11.88
11⅞”
14”
1520
B7.12/14
16”
1520 7”
B7.12/16
18”
2305
B7.12/18
20”
2305
B7.12/20
22”
2550
B7.12/22
24”
2550
B7.12/24
Load
(100%)
2305
2305
2460
2305
2305
2305
2305
2305
2305
2305
2305
2460
2460
3800
3800
3800
3800
3800
3800
3800
3800
3800
3800
B
MIU
SUL/SUR
ITS
MIT
ITT
Field Slope and Skew
Single I-Joist
Double I-Joist
Load
Load
Width Depth
Hanger
Depth
Hanger
(100%) Width
(100%)
1½” 9¼”–11⅞” Lssu210
995
3”
9¼”– 14” Lssu210-2
1625
1¾” 9¼” –14”
LssuI25
995
3½” 9¼”– 14”
Lssu410
1625
2300
LssuI35
995
25⁄16” 9¼”–14”
4⅝” 9¼”– 14” Lsu3510-21
3½” 9¼”–14”
LSSU410
1625
7”
9¼”– 14” See Simpson Catalog*
•Web stiffeners required for all I-joists used with Field Slope and Skew Hangers.
1. LSU3510-2 is field-sloped only, skew option must be special ordered.
Variable Pitch – Single I-Joists
Single I-Joist
Width
Depth
Hanger
Load (100%)
1½”
All
VPA2
1050
1¾”
All
VPA25
1050
All
VPA35
1230
25⁄16”
3½”
All
VPA4
1230
• VPA connectors provide a bearing length of 2”. They should not be used in applications that
require longer bearings, such as intermediate supports.
THAI
Series
LSSU
VPA
*See Simpson Wood Construction Connectors catalog for hanger selection. All hangers listed are manufactured by Simpson Strong-Tie Co., Inc. For additional information, refer to
the current Simpson Strong-Tie literature, www.strongtie.com or contact Simpson Strong-Tie at 800-999-5099.
page 13
I - J oists
Single I-Joist
Double I-Joist
Load
Load
Width Depth
Hanger
Depth
Hanger
(100%) Width
(100%)
1½” 9¼”–11⅞”
thaI222
1715
3”
9¼”– 14”
thaI-2
2020
1¾” 9¼” –14” thaI1.81/22 1715 3½” 9¼”– 14”
thaI422
1715
thaI3522
1715 4⅝” 9¼”– 14”
thaI-2
2020
25⁄16” 9¼”–14”
3½” 9¼”–14”
thaI422
1715
7”
9¼”– 14” See Simpson Catalog*
• Web stiffeners required for all I-joists used with Adjustable Height Hangers.
• For joists 16” and above, See Simpson Wood Construction Connectors catalog for hanger selection.
LBV
for
Adjustable Height Hangers
IUs
connectors
Width Depth
Hanger
9½”
ITS1.56/9.5
1½” 11⅞”
ITS1.56/11.88
9½”
ITS1.81/9.5
ITS1.81/11.88
1¾” 11⅞”
14”
ITS1.81/14
16”
ITS1.81/16
9½”
ITS2.37/9.5
ITS2.37/11.88
11⅞”
14”
ITS2.37/14
16”
ITS2.37/16
25⁄16” 18”
MIT3518
20”
MIT3520
22”
LBV2.37X
24”
LBV2.37X
9½”
ITs3.56/9.5
ITs3.56/11.88
11⅞”
14”
ITs3.56/14
16”
ITs3.56/16
3½” 18”
MIT418
20”
MIT420
22”
HIT422
24”
HIT424
n=Stocked Items
1. Web stiffeners required.
F raming
Load
(100%) Width Depth
9½”
950
3” 11⅞”
1185
14”
9½”
950
1185
11⅞”
1420 3½” 14”
16”
1660
9½”
950
1185
11⅞”
14”
1420
1660 4⅝” 16”
18”
3500
20”
4030
22”
4030
24”
4030
1185
9½”
1420
11⅞”
14”
1420
16”
1660
7”
18”
3745
20”
4030
22”
4030
24”
4030
S i m p s o n
Framing Connectors
alues
A better alternative than traditional sawn lumber pieces.
Ikaika Lam 2.0E
Reference DESIGN Values
D
esign
V
Ikaika
lam
LVL Headers & Beams
I k a i k a
L a m
2
.
0
E
1¾” x 2.0E IKAIKA LAM LVL Reference Design Values
Depth
3½”
5½”
7¼”
9¼”
9½”
11¼”
11⅞”
14”
16”
18”
20”
22”
23⅞”
Maximum
Vertical Shear (lb)
100% 115% 125%
1164
1338
1455
1829
2103
2286
2411
2772
3013
3076
3537
3845
3159
3633
3948
3741
4302
4676
3948
4541
4936
4655
5353
5819
5320
6118
6650
5985
6883
7481
6650
7648
8313
7315
8412
9144
7938
9129
9923
Maximum
Bending Moment (ft-lb)
100% 115% 125%
1181
1358
1476
2664
3064
3330
4380
5037
5475
6791
7810
8489
7125
8194
8907
9660
11109 12075
10647 12245 13309
14320 16468 17900
18210 20942 22763
22511 25888 28139
27212 31294 34015
32305 37150 40381
37428 43043 46786
3½” x 2.0E IKAIKA LAM LVL Reference Design Values
El
(x 106
lb-in2)
13
49
111
231
250
415
488
800
1195
1701
2333
3106
3969
2.0E IKAIKA LAM LVL Reference Design Values(1)
Modulus of Elasticity E = 2,000,000 psi(2)
Bending (beam) Fb = 3,100 psi(3)(4)
Horizontal Shear (beam) Fv = 285 psi
Compression Perpendicular to Grain (beam)Fc = 850 psi(2)
(1)Values apply to dry service conditions
(2)Do not adjust for load duration
(3)May be adjusted by (12/d)1/5, where d is the depth of the member (inches)
(4)May be adjusted by 1.04 for repetitive members as defined in ANSI/AF&PA NDS
For additional grades and sizes, please visit our
website at www.hpmhawaii.com.
page
14
Weight
(plf)
Depth
1.6
2.5
3.3
4.2
4.3
5.1
5.4
6.4
7.3
8.2
9.1
10.0
10.9
3½”
5½”
7¼”
9¼”
9½”
11¼”
11⅞”
14”
16”
18”
20”
22”
23⅞”
Maximum
Vertical Shear (lb)
100% 115% 125%
2328
2677
2909
3658
4206
4572
4821
5544
6027
6151
7074
7689
6318
7265
7897
7481
8603
9352
7897
9081
9871
9310
10707 11638
10640 12236 13300
11970 13766 14963
13300 15295 16625
14630 16825 18288
15877 18258 19846
Maximum
Bending Moment (ft-lb)
100% 115% 125%
2362
2716
2952
5328
6128
6660
8761
10075 10951
13583 15620 16978
14251 16388 17813
19320 22218 24150
21295 24489 26619
28639 32935 35799
36421 41884 45526
45022 51775 56277
54424 62587 68030
64609 74301 80761
74857 86085 93571
El
(x 106
lb-in2)
25
97
222
462
500
831
977
1601
2389
3402
4667
6211
7939
Weight
(plf)
3.2
5.0
6.6
8.4
8.6
10.2
10.8
12.7
14.5
16.4
18.2
20.0
21.7
Equivalent Specific Gravity for Fastener Design
Face
Nails &
Wood Screws
Edge
Bolts &
Lag Screws
Face
Lateral
Withdrawal
Lateral
Withdrawal
0.50
0.50
0.50
0.47
Lateral
0.50
Available Sizes (inches)
1¾” 2.0E IKAIKA LAM LVL
3½
5½
7¼
9¼
9½
11¼ 11⅞
141618202223⅞
3½” 2.0E IKAIKA LAM LVL
3½
5½
7¼
9¼
9½
11¼ 11⅞ 141618202223⅞
%
Allowable uniform loads*— pounds per lineal foot 1¾” 2.0E IKAIKA LAM LVL
Span (ft)
Key
7¼”
762
763
1.5/3.9
480
636
1.5/3.8
322
374
1.5/3
226
232
1.5/3
151
1.5/3
102
1.5/3
71
1.5/3
51
1.5/3
37
1.5/3
11¼”
1325
2.7/6.7
1083
2.6/6.4
916
2.5/6.2
793
2.4/6
615
699
2.4/5.9
462
625
2.3/5.8
356
529
2.2/5.4
280
415
1.8/4.6
224
331
1.6/4
182
268
1.5/3.4
150
220
1.5/3
125
183
1.5/3
105
153
1.5/3
90
129
1.5/3
77
110
1.5/3
66
95
1.5/3
58
82
1.5/3
11⅞”
1425
2.9/7.2
1161
2.7/6.9
979
2.6/6.6
846
2.6/6.4
724
745
2.5/6.3
544
665
2.5/6.2
419
586
2.4/6
329
489
2.2/5.4
264
390
1.9/4.7
214
316
1.6/4.1
177
260
1.5/3.6
147
216
1.5/3.2
124
181
1.5/3
105
153
1.5/3
90
130
1.5/3
78
112
1.5/3
68
97
1.5/3
59
84
1.5/3
page 15
L oads
14”
1796
3.6/9.1
1445
3.4/8.5
1208
3.3/8.2
1038
3.2/7.9
909
3.1/7.7
809
3/7.5
686
729
3/7.4
540
663
2.9/7.3
432
578
2.8/6.9
351
503
2.6/6.4
289
428
2.3/5.8
241
356
2.1/5.2
203
299
1.8/4.6
173
253
1.7/4.1
148
216
1.5/3.7
128
186
1.5/3.4
111
161
1.5/3.1
97
140
1.5/3
86
122
1.5/3
76
107
1.5/3
67
95
1.5/3
60
84
1.5/3
54
75
1.5/3
U niform
LL
6
TL
BRG
LL
7
TL
BRG
LL
8
TL
BRG
LL
9
TL
BRG
LL
10
TL
BRG
LL
11
TL
BRG
LL
12
TL
BRG
LL
13
TL
BRG
LL
14
TL
BRG
LL
15
TL
BRG
LL
16
TL
BRG
LL
17
TL
BRG
LL
18
TL
BRG
LL
19
TL
BRG
LL
20
TL
BRG
LL
21
TL
BRG
LL
22
TL
BRG
LL
23
TL
BRG
LL
24
TL
BRG
LL
TL
25
BRG
LL
26
TL
BRG
LL
27
TL
BRG
LL
28
TL
BRG
LL
29
TL
BRG
LL
30
TL
BRG
* Can be applied to the beam in addition to its own weight. Simple or multiple beam spans.
Key to Table:
LL = Maximum live load – limits deflection to L/360
TL = Maximum total load – limits deflections to L/240 (or a maximum of 0.3125” for beams 7¼” deep or less)
BRG = Required end / intermediate bearing length (inches), based on bearing stress of 850 psi.
F loor
ONE 1¾” 2.0E IKAIKA LAM LVL
9¼”
9½”
1028
1063
2.1/5.2
2.2/5.4
849
877
2/5
2.1/5.2
668
724
723
746
2/4.9
2/5
469
508
629
649
1.9/4.8
2/4.9
342
370
509
551
1.7/4.3
1.9/4.7
257
278
381
413
1.5/3.6
1.5/3.9
198
214
293
317
1.5/3
1.5/3.2
156
169
229
249
1.5/3
1.5/3
125
135
183
198
1.5/3
1.5/3
101
110
148
160
1.5/3
1.5/3
83
90
121
131
1.5/3
1.5/3
70
75
100
109
1.5/3
1.5/3
59
64
84
91
1.5/3
1.5/3
54
77
1.5/3
2 . 0 E
5½”
333
497
1.5/3
210
278
1.5/3
140
162
1.5/3
99
100
1.5/3
65
1.5/3
44
1.5/3
L a m
3½”
86
127
1.5/3
54
71
1.5/3
I k a i k a
2.0E Floor 100
Allowable Uniform Loads
L oads
U niform
F loor
2 . 0 E
L a m
I k a i k a
2.0E Floor 100
%
Span (ft)
Key
3½”
172
254
1.5/3
108
141
1.5/3
5½”
666
993
1.5/3
419
556
1.5/3
281
324
1.5/3
197
200
1.5/3
130
1.5/3
87
1.5/3
7¼”
1525
1526
1.5/3.9
960
1272
1.5/3.8
643
747
1.5/3
452
464
1.5/3
302
1.5/3
204
1.5/3
142
1.5/3
102
1.5/3
74
1.5/3
9¼”
2056
2.1/5.2
1698
2/5
1336
1446
2/4.9
938
1259
1.9/4.8
684
1018
1.7/4.3
514
762
1.5/3.6
396
585
1.5/3
311
459
1.5/3
249
365
1.5/3
203
296
1.5/3
167
242
1.5/3
139
200
1.5/3
117
168
1.5/3
9½”
2127
2.2/5.4
1754
2.1/5.2
1447
1493
2/5
1016
1298
2/4.9
741
1103
1.9/4.7
557
826
1.5/3.9
429
635
1.5/3.2
337
497
1.5/3
270
396
1.5/3
220
321
1.5/3
181
263
1.5/3
151
218
1.5/3
127
182
1.5/3
108
153
1.5/3
TWO 1¾” 2.0E IKAIKA LAM LVL
11¼”
14”
11⅞”
2650
2850
3591
2.7/6.7
2.9/7.2
3.6/9.1
2166
2322
2889
2.6/6.4
2.7/6.9
3.4/8.5
1831
1958
2416
2.5/6.2
2.6/6.6
3.3/8.2
1586
1693
2075
2.4/6
2.6/6.4
3.2/7.9
1230
1447
1398
1490
1819
2.4/5.9
2.5/6.3
3.1/7.7
924
1087
1250
1331
1618
2.3/5.8
2.5/6.2
3/7.5
712
837
1372
1058
1172
1457
2.2/5.4
2.4/6
3/7.4
560
659
1079
830
977
1325
1.8/4.6
2.2/5.4
2.9/7.3
448
527
864
662
780
1156
1.6/4
1.9/4.7
2.8/6.9
365
429
703
537
632
1006
1.5/3.4
1.6/4.1
2.6/6.4
300
353
579
440
519
856
1.5/3
1.5/3.6
2.3/5.8
250
295
483
365
431
711
1.5/3
1.5/3.2
2.1/5.2
211
248
407
306
361
597
1.5/3
1.5/3
1.8/4.6
179
211
346
259
306
506
1.5/3
1.5/3
1.7/4.1
154
181
296
220
261
432
1.5/3
1.5/3
1.5/3.7
133
156
256
189
224
371
1.5/3
1.5/3
1.5/3.4
116
136
223
163
193
321
1.5/3
1.5/3
1.5/3.1
119
195
168
280
1.5/3
1.5/3
172
245
1.5/3
152
215
1.5/3
135
190
1.5/3
120
168
1.5/3
108
149
1.5/3
LL
6
TL
BRG
LL
7
TL
BRG
LL
8
TL
BRG
LL
9
TL
BRG
LL
10
TL
BRG
LL
11
TL
BRG
LL
12
TL
BRG
LL
13
TL
BRG
LL
14
TL
BRG
LL
TL
15
BRG
LL
16
TL
BRG
LL
17
TL
BRG
LL
18
TL
BRG
LL
19
TL
BRG
LL
20
TL
BRG
LL
21
TL
BRG
LL
22
TL
BRG
LL
23
TL
BRG
LL
24
TL
BRG
LL
25
TL
BRG
LL
26
TL
BRG
LL
27
TL
BRG
LL
28
TL
BRG
LL
29
TL
BRG
LL
TL
30
BRG
Key to Table:
page
16
16”
4388
4.4/11.1
3484
4.1/10.3
2887
3.9/9.8
2465
3.8/9.4
2150
3.6/9.1
1905
3.5/8.9
1711
3.5/8.7
1552
3.4/8.6
1290
1420
3.4/8.4
1049
1280
3.3/8.2
864
1124
3.1/7.7
720
994
2.9/7.2
607
885
2.7/6.8
516
760
2.5/6.2
442
649
2.2/5.6
382
559
2/5.1
332
484
1.8/4.6
291
422
1.7/4.2
256
370
1.5/3.9
227
325
1.5/3.6
201
288
1.5/3.3
180
255
1.5/3.1
161
227
1.5/3
145
203
1.5/3
131
182
1.5/3
18”
5304
5.4/13.4
4147
4.9/12.2
3404
4.6/11.5
2885
4.4/11
2504
4.2/10.6
2211
4.1/10.3
1979
4/10.1
1790
3.9/9.9
1635
3.9/9.7
1493
1504
3.8/9.6
1230
1391
3.8/9.5
1026
1230
3.6/8.9
864
1095
3.4/8.4
735
981
3.2/8
630
884
3/7.6
544
800
2.9/7.2
473
694
2.6/6.6
414
605
2.4/6
365
530
2.2/5.5
323
467
2/5.1
287
414
1.9/4.7
256
368
1.7/4.4
230
328
1.6/4.1
207
294
1.5/3.8
187
264
1.5/3.5
20”
6366
6.4/16.1
4893
5.8/14.4
3972
5.4/13.4
3342
5.1/12.7
2884
4.9/12.2
2535
4.7/11.8
2262
4.6/11.5
2041
4.5/11.2
1859
4.4/11
1707
4.3/10.9
1578
4.3/10.7
1407
1466
4.2/10.6
1185
1326
4.1/10.2
1008
1188
3.9/9.6
864
1070
3.7/9.1
747
969
3.5/8.7
649
881
3.3/8.3
568
805
3.2/8
500
732
3/7.6
442
646
2.8/7
393
572
2.6/6.4
351
509
2.4/6
315
454
2.2/5.6
283
407
2.1/5.2
256
366
1.9/4.8
22”
7613
7.7/19.2
5736
6.8/16.9
4600
6.2/15.5
3838
5.8/14.6
3292
5.6/13.9
2882
5.4/13.4
2562
5.2/13
2305
5.1/12.7
2095
5/12.4
1920
4.9/12.2
1771
4.8/12
1644
4.8/11.9
1534
4.7/11.8
1342
1412
4.6/11.4
1150
1272
4.3/10.9
994
1152
4.1/10.3
864
1048
3.9/9.9
756
957
3.8/9.4
666
877
3.6/9
589
807
3.5/8.7
524
745
3.3/8.4
468
681
3.2/8
419
609
3/7.4
377
546
2.8/6.9
341
491
2.6/6.4
23⅞”
8997
9.1/22.7
6634
7.8/19.6
5252
7.1/17.7
4346
6.6/16.5
3705
6.3/15.7
3228
6/15
2860
5.8/14.5
2566
5.7/14.1
2327
5.5/13.8
2128
5.4/13.5
1960
5.3/13.3
1817
5.3/13.1
1693
5.2/13
1584
5.1/12.8
1470
1475
5/12.6
1270
1336
4.8/12
1105
1216
4.6/11.4
967
1110
4.4/10.9
851
1018
4.2/10.5
753
936
4/10.1
669
864
3.9/9.7
598
800
3.7/9.3
536
742
3.6/9
482
690
3.5/8.7
436
632
3.3/8.2
%
Span (ft)
Key
7¼”
2287
2289
1.5 / 3.9
1440
1908
1.5 / 3.8
965
1121
1.5 / 3
678
696
1.5 / 3
453
1.5 / 3
306
1.5 / 3
213
1.5 / 3
152
1.5 / 3
111
1.5 / 3
9½”
3190
2.2 / 5.4
2632
2.1 / 5.2
2171
2239
2/5
1525
1948
2 / 4.9
1111
1654
1.9 / 4.7
835
1240
1.5 / 3.9
643
952
1.5 / 3.2
506
746
1.5 / 3
405
595
1.5 / 3
329
481
1.5 / 3
271
394
1.5 / 3
226
326
1.5 / 3
191
273
1.5 / 3
162
230
1.5 / 3
16”
6582
4.4 / 11.1
5225
4.1 / 10.3
4331
3.9 / 9.8
3697
3.8 / 9.4
3224
3.6 / 9.1
2858
3.5 / 8.9
2566
3.5 / 8.7
2328
3.4 / 8.6
1935
2130
3.4 / 8.4
1573
1921
3.3 / 8.2
1296
1685
3.1 / 7.7
1081
1490
2.9 / 7.2
910
1327
2.7 / 6.8
774
1139
2.5 / 6.2
664
974
2.2 / 5.6
573
838
2 / 5.1
499
726
1.8 / 4.6
436
633
1.7 / 4.2
384
554
1.5 / 3.9
340
488
1.5 / 3.6
302
431
1.5 / 3.3
270
383
1.5 / 3.1
242
341
1.5 / 3
218
305
1.5 / 3
197
273
1.5 / 3
18”
7955
5.4 / 13.4
6221
4.9 / 12.2
5105
4.6 / 11.5
4328
4.4 / 11
3755
4.2 / 10.6
3316
4.1 / 10.3
2968
4 / 10.1
2686
3.9 / 9.9
2452
3.9 / 9.7
2240
2255
3.8 / 9.6
1846
2086
3.8 / 9.5
1539
1845
3.6 / 8.9
1296
1643
3.4 / 8.4
1102
1472
3.2 / 8
945
1326
3 / 7.6
816
1200
2.9 / 7.2
710
1040
2.6 / 6.6
621
907
2.4 / 6
547
796
2.2 / 5.5
484
701
2 / 5.1
430
621
1.9 / 4.7
384
552
1.7 / 4.4
344
492
1.6 / 4.1
310
440
1.5 / 3.8
280
395
1.5 / 3.5
20”
9549
6.4 / 16.1
7339
5.8 / 14.4
5958
5.4 / 13.4
5013
5.1 / 12.7
4325
4.9 / 12.2
3803
4.7 / 11.8
3393
4.6 / 11.5
3062
4.5 / 11.2
2789
4.4 / 11
2561
4.3 / 10.9
2367
4.3 / 10.7
2111
2200
4.2 / 10.6
1778
1988
4.1 / 10.2
1512
1782
3.9 / 9.6
1296
1605
3.7 / 9.1
1120
1454
3.5 / 8.7
974
1322
3.3 / 8.3
852
1207
3.2 / 8
750
1098
3 / 7.6
664
968
2.8 / 7
590
858
2.6 / 6.4
527
763
2.4 / 6
472
681
2.2 / 5.6
425
611
2.1 / 5.2
384
549
1.9 / 4.8
22”
11420
7.7 / 19.2
8604
6.8 / 16.9
6900
6.2 / 15.5
5758
5.8 / 14.6
4939
5.6 / 13.9
4323
5.4 / 13.4
3843
5.2 / 13
3458
5.1 / 12.7
3143
5 / 12.4
2880
4.9 / 12.2
2657
4.8 / 12
2466
4.8 / 11.9
2300
4.7 / 11.8
2012
2118
4.6 / 11.4
1725
1908
4.3 / 10.9
1490
1728
4.1 / 10.3
1296
1572
3.9 / 9.9
1134
1436
3.8 / 9.4
998
1316
3.6 / 9
883
1210
3.5 / 8.7
785
1117
3.3 / 8.4
701
1022
3.2 / 8
629
913
3 / 7.4
566
819
2.8 / 6.9
511
737
2.6 / 6.4
23⅞”
13496
9.1 / 22.7
9951
7.8 / 19.6
7878
7.1 / 17.7
6518
6.6 / 16.5
5557
6.3 / 15.7
4842
6 / 15
4289
5.8 / 14.5
3849
5.7 / 14.1
3490
5.5 / 13.8
3192
5.4 / 13.5
2940
5.3 / 13.3
2725
5.3 / 13.1
2539
5.2 / 13
2377
5.1 / 12.8
2205
2213
5 / 12.6
1905
2004
4.8 / 12
1657
1823
4.6 / 11.4
1450
1665
4.4 / 10.9
1276
1527
4.2 / 10.5
1129
1405
4 / 10.1
1004
1296
3.9 / 9.7
896
1200
3.7 / 9.3
804
1113
3.6 / 9
723
1036
3.5 / 8.7
653
947
3.3 / 8.2
page 17
L oads
LL
6
TL
BRG
LL
7
TL
BRG
LL
8
TL
BRG
LL
9
TL
BRG
LL
10
TL
BRG
LL
11
TL
BRG
LL
12
TL
BRG
LL
13
TL
BRG
LL
14
TL
BRG
LL
TL
15
BRG
LL
16
TL
BRG
LL
17
TL
BRG
LL
18
TL
BRG
LL
19
TL
BRG
LL
20
TL
BRG
LL
21
TL
BRG
LL
22
TL
BRG
LL
23
TL
BRG
LL
24
TL
BRG
LL
25
TL
BRG
LL
26
TL
BRG
LL
27
TL
BRG
LL
28
TL
BRG
LL
29
TL
BRG
LL
TL
30
BRG
Key to Table:
U niform
THREE 1¾” 2.0E IKAIKA LAM LVL
11¼”
14”
11⅞”
3975
4275
5387
2.7 / 6.7
2.9 / 7.2
3.6 / 9.1
3249
3483
4334
2.6 / 6.4
2.7 / 6.9
3.4 / 8.5
2747
2937
3624
2.5 / 6.2
2.6 / 6.6
3.3 / 8.2
2379
2539
3113
2.4 / 6
2.6 / 6.4
3.2 / 7.9
1846
2171
2097
2236
2728
2.4 / 5.9
2.5 / 6.3
3.1 / 7.7
1387
1631
1875
1996
2427
2.3 / 5.8
2.5 / 6.2
3 / 7.5
1068
1256
2058
1587
1758
2186
2.2 / 5.4
2.4 / 6
3 / 7.4
840
988
1619
1245
1466
1988
1.8 / 4.6
2.2 / 5.4
2.9 / 7.3
673
791
1296
994
1170
1734
1.6 / 4
1.9 / 4.7
2.8 / 6.9
547
643
1054
805
949
1508
1.5 / 3.4
1.6 / 4.1
2.6 / 6.4
451
530
868
661
779
1284
1.5 / 3
1.5 / 3.6
2.3 / 5.8
376
442
724
548
647
1067
1.5 / 3
1.5 / 3.2
2.1 / 5.2
316
372
610
459
542
896
1.5 / 3
1.5 / 3
1.8 / 4.6
269
316
519
388
459
759
1.5 / 3
1.5 / 3
1.7 / 4.1
231
271
445
331
391
648
1.5 / 3
1.5 / 3
1.5 / 3.7
199
234
384
284
335
557
1.5 / 3
1.5 / 3
1.5 / 3.4
173
204
334
245
290
482
1.5 / 3
1.5 / 3
1.5 / 3.1
178
292
251
419
1.5 / 3
1.5 / 3
257
367
1.5 / 3
228
322
1.5 / 3
202
284
1.5 / 3
181
252
1.5 / 3
162
224
1.5 / 3
F loor
9¼”
3085
2.1 / 5.2
2547
2/5
2004
2169
2 / 4.9
1407
1888
1.9 / 4.8
1026
1526
1.7 / 4.3
771
1144
1.5 / 3.6
594
878
1.5 / 3
467
688
1.5 / 3
374
548
1.5 / 3
304
443
1.5 / 3
250
363
1.5 / 3
209
301
1.5 / 3
176
251
1.5 / 3
2 . 0 E
5½”
998
1490
1.5 / 3
629
835
1.5 / 3
421
486
1.5 / 3
296
301
1.5 / 3
195
1.5 / 3
131
1.5 / 3
L a m
3½”
257
381
1.5 / 3
162
212
1.5 / 3
I k a i k a
2.0E Floor 100
D etails
B2 bearing on wood column
B1 beam-to-beam connection
B3 bearing on steel column
Verify the required bearing area
and the ability of the supporting
column member to provide
adequate strength.
Make sure hanger capacity is appropriate
for each application. Hangers must
be properly installed to
accommodate
full capacity.
Verify the required bearing area
and the ability of the supporting
column member to provide
adequate strength.
for door or window
B5 bearing
header—1-Story Typical
B4 bearing on exterior wall
Prevent direct contact of IKAIKA LAM
with concrete. Consult local
building code for requirements.
header—
B6 window/door
2-Story Typical
See “Bearing Length
Requirements”
below.
See “Bearing Length
Requirements”
below.
I k a i k a
L a m
For multiple-ply IKAIKA LAM beam assembly conditions and fastening recommendations, see next page.
Bearing Length Requirements
Support
Material
S-P-F (South)
Hem-Fir
(North)(5)
Fc (psi)
335
IKAIKA LAM bearing length requirements
Hem-Fir
S-P-F(5)
Southern
Pine Douglas
Fir – Larch(5)
1.5E
IKAIKA
LAM(6)
1.8E or 2.0E
IKAIKA
LAM(6)
405
565
575
850
Beam Width 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½”
1”
3” 1½” 1½” 1½” 1½” 1½” 1½” 1½” 1½” 1½”
2” 3½” 3”
3” 1½” 3” 1½” 3”
3” 1½” 1½”
3” 5½” 3” 4½” 3” 3½” 3” 4½” 3”
3” 1½”
4” 7¼” 3½” 6”
3” 4½” 3”
6” 4½” 3” 1½”
5” 9¼” 4½” 7¼” 4½” 5½” 3” 7½” 5½” 3½” 3”
6”
5½” 9¼” 4½” 7¼” 3½” 9”
6” 4½” 3”
7”
6”
5½” 7¼” 4½”
7½” 5½” 3”
8”
7¼”
6” 9¼” 4½”
9” 5½” 3”
9”
9¼”
7¼” 9¼” 5½”
9” 7½” 3½”
10”
9¼”
7¼”
5½”
7½” 3½”
11”
9¼”
6”
7½” 4½”
Continued in next column
Notes:
1. The minimum required bearing length is 1½”.
2.Duration of load factors may not be applied to bearing length requirements.
3.All IKAIKA LAM beams require support across their full width.
4.All IKAIKA LAM beams require lateral support at bearing points.
Hole Details
holes in IKAIKA LAM beams
See note 4
⅓ depth
⅓ depth
⅓ depth
¼ span
End Support
page
18
⅓ span
Interior Support
Support
Material
S-P-F (South)
Hem-Fir
(North)(5)
Hem-Fir
S-P-F(5)
Southern
Pine Douglas
Fir – Larch(5)
1.5E
IKAIKA
LAM(6)
1.8E or 2.0E
IKAIKA
LAM(6)
Fc (psi)
335
405
565
575
850
Beam Width 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½” 1¾” 3½”
12”
9¼”
7¼”
9” 4½”
13”
9¼”
7¼”
9” 4½”
14”
7¼”
5½”
15”
9¼”
5½”
16”
9¼”
5½”
17”
9¼”
6”
18”
9¼”
7½”
19”
7½”
20”
7½”
21”
7½”
22”
7½”
23”
9”
5.Use these values when the IKAIKA LAM beam is supported by a wall plate, sill plate, timber or
built-up girder.
6.Use these values when the IKAIKA LAM beam is supported by the end of a column or
connection hardware.
7. The support member must be sized to carry the load from the LVL beam.
Reaction (x 1000 lbs)
IKAIKA LAM bearing length requirements
Reaction (x 1000 lbs)
B earing
I nformation
&
H ole
Bearing Details
Notes:
1.This detail applies only to uniformly loaded, simple and multiple span beams. Cantilevered
beams and beams that carry concentrated loads are outside the scope of this detail.
2.Square and rectangular holes are not permitted.
3.Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam.
4.The horizontal distance between adjacent holes must be at least two times the size of the larger hole.
This restriction also applies to the location of access holes relative to bolt holes in multi-ply beams.
5.Do not drill more than three access holes in any four-foot long section of beam.
6. The maximum round hole diameter permitted is:
Beam Depth
5½”
7¼”
9½” to 24”
Maximum Hole Diameter
1½”
2”
1⅛”
7.These limitations apply to holes drilled for plumbing or wiring access only. The size and
location of holes drilled for fasteners are governed by the provisions of the National Design
Specification® for Wood Construction.
8. Beams deflect under load. Size holes to provide clearance where required.
I k a i k a
Multiple-Ply IKAIKA LAM Beam Assembly
Combinations of 1¾” and 3½” Plies
Condition A
Condition B
Condition C
Condition D
Condition E
2 pieces 1¾”
1 piece 3½”
4 pieces 1¾”
2 pieces 3½”
OR
3 pieces 1¾”
1 piece 1¾”
1 piece 3½”
Nail Spacing
L a m
2 pieces 1¾”
Bolt Spacing
2” min.
1¾” and 3½” Plies—MAXIMUM UNIFORM SIDE LOAD (PLF)
Condition
Condition A (2–1¾”)
3½” x 0.131” Nails
2 Rows at
3 Rows at
12” o.c.
12” o.c.
390
585
16d Common Nails
2 Rows at
3 Rows at
12” o.c.
12” o.c.
565
845
2 Rows at
24” o.c.
510
½” Bolts
2 Rows at
12” o.c.
1015
3 Rows at
12” o.c.
1520
Condition B (3–1¾” OR 1–1¾” + 1–3½”)
290
435
425
635
380
765
1145
Condition C (2–1¾” + 1–3½”)
260
390
375
565
465
930
1395
340
680
1015
Condition D (4–1¾”)
use bolts for this condition
How to Use The Maximum Uniform Side-Load Table
610 plf
Three 1¾” plies loaded from both sides and above
(Condition B)
1.Use allowable load tables or sizing software to size the beam to carry a total load
of (300 + 610 + 550) = 1460 plf.
A ssembly
Example:
300 plf
550 plf
2.Refer to the Condition B row in the table. Scan across the row from left to right for
a table value greater than 550 plf, which is the greatest side load carried by the
beam. The fourth value in the row indicates that 3 rows of 16d common nails at
12” o.c. will accommodate a side load of 635 plf which is greater than the 550 plf
required. Use 3 rows of 16d common nails at 12” o.c., from both sides, to assemble
the beam.
B eam
Condition E (2–3½”)
use bolts for this condition
860
1720
2580
Notes:
1.Minimum fastener schedule for smaller side loads and top-loaded beams:
4.The table values apply to common bolts that conform to ANSI/ASME Standard B18.2.1-1981.
A washer not less than a standard cut washer shall be between the wood and the bolt head
Conditions A, B & C, beams 12” deep or less:
and between the wood and the nut. The distance from the edge of the beam to the bolt
2 rows 3½” x 0.131” at 12” o.c.
holes must be at least 2” for ½” bolts. Bolt holes shall be the same diameter as the bolt.
Conditions A, B & C, beams deeper than 12”:
5. 7” wide beams must be loaded from both sides and/or top loaded.
3 rows 3½” x 0.131” at 12” o.c.
6. Beams wider than 7” must be designed by the engineer of record.
Conditions D & E, all beam depths:
2 rows 1½” bolts at 24” o.c.
7. Load duration factors may be applied to the table values.
2.The table values for nails may be doubled for 6” o.c. and tripled for 4” o.c. nail spacings.
3. The nail schedules shown apply to both sides of a three-ply beam.
M ultiple - P ly
2” min.
Stagger rows of bolts
page 19
WALL PANELS
Wall
Panels
WALL Panels
PANELS
Wall
www.hpmhawaii.com/wall-panels
WWW.HPMHAWAII.COM/WALL-PANELS/
LESS TIME, LESS WASTE, LESS MONEY -MORE CONTROL
Save time and money when you build using HPM’s pre-engineered wall panels, manufactured with custom
equipment that produces a high-quality product in less time, every time.
• Expert design - HPM’s WTCA-certified designers use
customized MiTek® software to create wall panel layouts
from building plans with input from the contractor.
I k a i kPM
H
a
P J o i sMt
TI WR-
UJ all
So S i E s S t
Y
ou
D iP
m can
anels
e n s T i rust
o n s
aN
nU
uF
fA
aC
cT
tu
MA
Ur
Re
Ed
D
• Options to fit your need - Sheathed or unsheathed; with
house wrap, or not; with windows, or without.
• Built right - Panels are built in a clean and controlled
manufacturing environment, using automated equipment
which reduces material waste and ensures consistent quality.
• Double-checked - Each panel is quality inspected and
individually labeled for quick identification.
• Delivered ready to stand-up - Wall panels are stacked with
direction from the contractor, so when they are delivered
they can be staged efficiently around the jobsite.
• Go up quick - Building a house with custom made wall
panels requires fewer skilled workers, and is faster than
stick-forming, thereby saving money.
page 20
page
20 Call HPM
Call Building
HPM Building
SupplySupply
TodayToday
| 808-966-5466
| 808-966-5466
WWW.HPMHAWAII.COM/WALL-PANELS
MANUFACTURED
TRUSSES
WWW.HPMHAWAII.COM/TRUSS/
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P
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k A
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T R U S S E S
2 T.
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The largest and most technically-advanced
truss manufacturing in the State is available
for you right here on the Big Island.
• Skilled design - Certified truss designers
use cutting edge computer software to
create designs that compliment your home.
• Precision - Integrated MiTek® CybeSaws,
production tables with Virtek® lasers,
and trained personnel provide trusses
manufactured precisely to specifications.
• Quality control - Inspectors examine each
truss before it is shipped and label each
truss for quick identification.
• Certified - Our truss manufacturing
operation is certified and conforms to
the rules and regulations of the Timber
Products Inspection, Inc.’s Quality
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WWW.HPMHAWAII.COM/TRUSS
page 21
BuildBuild
Stronger
Stronger
| www.hpmhawaii.com
| www.hpmhawaii.com page 21
R D Ee Ss U Ii Gg Nn S P Rr Oo S PpeE Rr E Tt Ii Ee SsS
russes
TRUSSES YOU CAN TRUST
lulam
R o s b o r o
B
ig
B
ea
m
®
I
J
C
G
3000Fb 2.1E
Rosboro BigBeam–
Strength,
Versatility
and Stability
A builder favorite, BigBeam is Robsoro’s highest-strength, I-joistcompatible glulam beam designed as a precise beam for engineered
floor systems.
Not only does BigBeam ensure a flat, consistent floor when used in
engineered floor systems, it is also manufactured to match standard
I-joist depths and wall-framing widths. Our high-performing beam is
dimensionally consistent, kiln-dried and is designed with a balanced
layup (no top or bottom) and zero camber. Builders also like the fact
that all BigBeam products are delivered individually wrapped and
sealed to protect them from moisture.
Manufactured to the APA EWS Framing Appearance Standard,
BigBeam is perfect for framing applications where appearance is not
important. To ensure proper width tolerances, the beam is touchsanded or planed after gluing.
n Fully sealed and individually paper wrapped
n Framing appearance
n 3000Fb, 2.1E
n Balanced layup with zero camber
page
22
BigBeam® Offerings
Width
Depth
3½”
9½”
11⅞”
14”
16”
18”
Width
Depth
57⁄16”
9½”
11⅞”
14”
16”
18”
Width
Depth
7”
9½”
11⅞”
14”
16”
18”
Lengths available up to 48 feet
Deep BigBeam® Offerings
Width
Depth
57⁄16”
20”
22”
24”
26”
28”
30”
Lengths available up to 48 feet
Width
Depth
7”
20”
22”
24”
26”
28”
30”
R o s b o r o
IJC - Glulam
Headers & Beams
High-Strength
IJC GluLam
The Rosboro BigBeam® has been designed as the ideal
engineered wood beam for I-joist floor systems and other conventional
framing applications. This 30F high-strength glulam is the ideal beam
for modern residential and light commercial applications.
The zero camber and balanced layup insures easy installation and
a flat consistent floor.
B
ig
Design Properties
Fb = 3,000 psi
B
Fv = 300 psi
E = 2.1 x 106 psi
ea
Fc = 650 psi
ALLOWABLE DESIGN PROPERTIES – 31⁄ 2” BigBeam
Width
(inches)
Maximum Resistive Shear (lbf)
100%
115%
125%
6,650
7,648
8,313
8,313
9,559
10,391
9,800
11,270
12,250
11,200
12,880
14,000
12,600
14,490
15,750
EI
(106 in.2–lb.)
525
1,026
1,681
2,509
3,572
100%
115%
125%
10,331
11,881
12,914
12,914
14,851
16,143
15,225
17,509
19,031
17,400
20,010
21,750
19,575
22,511
24,469
Maximum Resistive Moment (ft-lbf)
100%
115%
125%
20,447
23,514
25,559
31,949
36,741
39,936
44,406
51,067
55,508
58,000
66,700
72,500
73,406
84,417
91,758
EI
(106 in.2–lb.)
816
1,593
2,611
3,898
5,550
100%
115%
125%
13,300
15,295
16,625
16,625
19,119
20,781
19,600
22,540
24,500
22,400
25,760
28,000
25,200
28,980
31,500
100%
115%
125%
26,323
30,271
32,904
41,130
47,299
51,412
57,167
65,742
71,458
74,667
85,867
93,333
94,500
108,675
118,125
EI
(106 in.2–lb.)
1,050
2,051
3,361
5,018
7,144
I
100%
115%
125%
13,161
15,136
16,452
20,565
23,649
25,706
28,583
32,871
35,729
37,333
42,933
46,667
47,250
54,338
59,063
®
Weight
(lbf/ft)
8.3
10.4
12.3
14.0
15.8
m
3½
Depth
(inches)
9½
11⅞
14
16
18
ALLOWABLE DESIGN PROPERTIES – 5 7⁄ 16” BigBeam
Weight
(lbf/ft)
12.9
16.1
19.0
21.8
24.5
G
ALLOWABLE DESIGN PROPERTIES – 7” BigBeam
7
Depth
(inches)
9½
11⅞
14
16
18
Weight
(lbf/ft)
16.6
20.8
24.5
28.0
31.5
Notes:
1.These allowable design stresses apply to dry service conditions.
2. Maximum resistive moment shall be adjusted by the volume factor based on NDS-05.
page 23
lulam
Width
(inches)
C
57⁄16
Depth
(inches)
9½
11⅞
14
16
18
J
Width
(inches)
n S s tuds
i o n s
TALL WALL STUDS
Build tall walls with confidence. Extra long HPM Building Supply stud wall framing LVL offers a
stronger, stiffer, and straighter product than dimension lumber for all your tall-wall applications.
HPM’s studs are competitive in materials cost and is easy to handle and install, which can result in
shorter construction schedules, saving you time and money.
Don’t overbuild! Use beam-calculating software for better optimization of material selection
and on-center spacing.
HPM studs are available in virtually any length.
Stud Design Property Comparison(1)(2)
2x4
Product
2x8
Ik
k aa iikkaa J oL ias m
t
2x6
I T - all
J o i
s
tW
all
D i m
e
Laminated Veneer Lumber
engineered for tall-wall framing
(1)
(2)
(3)
(4)
1.5” x 3.5” x 2.0E Ikaika LAM
2x4 Douglas Fir-Larch No. 2
Bending Fb
(psi)(3)
Compression
Parallel to Grain
Fc (psi)(4)
Modulus of
Elasticity
E (psi)
Horizontal
Shear
Fv (psi)
4125
2995
1555
3770
2735
1345
3565
2590
1240
2750
1950
1550
2750
1950
1485
2750
1950
1420
2,000,000
1,500,000
1,600,000
2,000,000
1,500,000
1,600,000
2,000,000
1,500,000
1,600,000
285
230
180
285
230
180
285
230
180
Refer to APA PR-L233 for Ikaika LAM LVL adjustment factors and other design properties.
Refer to the 2005 NDS® for lumber adjustment factors and other design properties.
Load applied to the narrow face of the stud. Repetitive member and size factors have been applied.
Size factors have been applied to lumber values.
For information about HPM Building Supply's complete line of engineered
wood products, please scan this code or visit our website at
www.hpmhawaii.com
page
24
face mount hangers
Depth
5½”
Single Ply – 1¾” wide
Hanger
Load (100%)
HU1.81/5
2380
7¼”
16”
HU7
HU9
HUS1.81/10
HU11
HUS1.81/10
HU14
HUS1.81/10
HU14
2380
3570
5135
4465
5135
5055
5135
5055
18”
HU14
5055
9½”
11⅞”
14”
Double Ply – 3½” wide
Hanger
Load (100%)
HU46
1785
HHUS48
4210
7¼”
HGUS48
7460
HHUS410
5635
9½”
HGUS410
9100
HHUS410
5635
11⅞”
HGUS412
9600
HHUS410
5635
14”
HGUS414
10100
HHUS410
5635
16”
HGUS414
10100
HHUS410
5635
18”
HGUS414
10100
Depth
5½”
Depth
5½”
7¼”
9½”
11⅞”
14”
16”
18”
Triple Ply – 5¼” wide
Hanger
Load (100%)
HU66
1785
HU68
HHUS5.50/10
HGUS5.50/10
HHUS5.50/10
HGUS5.50/12
HHUS5.50/10
HGUS5.50/14
HGUS5.50/14
HGU5.50-SDS
HGUS5.50/14
HGU5.50-SDS
Quadruple Ply – 7” wide
Hanger
Load (100%)
See Simpson
Wood Construction Connectors catalog
7¼”
for hanger solution
HHUS7.25/10
5635
9½”
HGUS7.25/10
9100
5635
11⅞” HHUS7.25/10
HGUS7.25/12
9600
HGUS7.25/14
10100
14”
HGU7.25-SDS
14145
HGUS7.25/14
10100
16”
HHGU7.25-SDS
17845
HGUS7.25/14
10100
18”
HHGU7.25-SDS
17845
Depth
5½”
2085
5635
9100
5635
9600
5635
10100
10100
14145
10100
14145
S i m p s o n
Framing Connectors
HU
HUS
MIT
WPU
HGUS
Top Flange Hangers
EGQ
LBV
B
Triple Ply – 5¼” wide
Quadruple Ply – 7” wide
Depth
Hanger
Load (100%) Depth
Hanger
Load (100%)
See Simpson Wood Construction
5½” Connectors
5½”
catalog for hanger solution
Connectors catalog for hanger solution
WPU5.50/7.25
4700
7¼”
7¼”
HWU7.12/7.25
6000
HB5.50/7.25
5815
HB5.50/9.5
5815
HB7.12/9.5
5815
9½”
9½”
GLTV5.59
7500
GLTV49.5-2
7500
5815
HB7.12/11.88
5815
11⅞” HB5.50/11.88
11⅞” EGQ7.25-SDS3
HGLTV5.511
10500
19800
HB5.50/14
5815
GLTV414-2
7500
14”
14”
EGQ5.50-SDS3
19800
EGQ7.25-SDS3
19800
HB5.50/16
5815
HGLTV416-2
10500
16”
16”
EGQ5.50-SDS3
19800
EGQ7.25-SDS3
19800
HGLTV5.518
10500
HGLTV418-2
10500
18”
18”
EGQ5.50-SDS3
19800
EGQ7.25-SDS3
19800
3.Loads shown are gravity (floor) loads. Other load durations may apply, refer to the current
version of Wood Construction Connectors for allowable increases.
4.Top Flange Hanger configurations and thickness of Top Flange needs to be considered for flush
frame conditions.
6” Min.
between
fasteners
6” Min.
end
distance
SDW Strong-Drive
Structural Wood Screws®
17⁄16” Min.
edge distance
W 22
W 22
X.X X
X.X X
¾”
• SDW screws install best with a low-speed ½” drill and
a T-40 6-lobe bit. The matched bit included with the
screws is recommended for best results.
X.X X
• Screw heads that are countersunk flush to the wood
surface are acceptable if the screw has not spun out.
0.22”
L
• Pre-drilling is typically not required.
Screw Dimensions
Nominal Screw Thread Length Head Stamp
Length (L)
(TL) (in)
Length
(in)
SDW22338
3.37
3⅜
19⁄16
SDW22500
5
5.00
19⁄16
SDW22634
6.75
6¾
19⁄16
Model No.
SDW
Strong-Drive®
Screw
Assembly C-W
(4) – 1¾
W 22
⅝” Min.
between
staggered rows
each way
X.X X
W 22
W 22
X.X X
X.X X
Spacing Requirements
Sideloaded 1¾ Multi-Ply SCL Assemblies —
Allowable Uniform Load Applied to Either Outside Member
Structural Composite Lumber
Nominal
Screw Loaded
SDW @
SDW @
SDW @
Length Side
12” o.c.
16” o.c.
24” o.c.
Assembly Components (in)
2 Rows 3 Rows 2 Rows 3 Rows 2 Rows 3 Rows
A-W
2-ply SCL
Either 1600 2400 1200 1800 800 1200
3⅜
Head 1200 1800 900 1350 600
900
B-W
3-ply SCL
5
Point
900 1350 675 1015 450
675
Head 1065 1600 800 1200 535
800
C-W
4-ply SCL
6¾
Point
800 1200 600
900
400
600
1. Each ply is assumed to carry same proportion of load.
2.Loads may be applied to the head side and point side concurrently provided neither published
allowable load is exceeded. (Example: a 3-ply assembly with a head side load of 1300 plf and
point side load of 1000 plf may be fastened together with 3 rows of SDW @ 16” o.c.)
3. When hangers are installed on point side, hanger face fasteners must be a minimum of 3” long.
4. This table assumes an equivalent Specific Gravity of 0.50 or higher.
5.Loads in this table are based on the overall capacity of the Simpson Strong-Tie® SDW22
fasteners. The capacity of the multi-ply assembly must be checked by a qualified Designer.
Multiple
Members
page 25
L V L
U.S. Patents
5,897,280;
7,101,133
and 7,832,173
Assembly A-W Assembly B-W
(2) – 1¾
(3) – 1¾
4” Min.
between
nonstaggered
rows
for
TL
• Individual screw locations may be adjusted up to
3” to avoid conflicts with other hardware or to avoid
lumber defects.
Point Side
installation
W22
Head Side
W 22
X.X X
connectors
Single Ply – 1¾” wide
Double Ply – 3½” wide
Depth
Hanger
Load (100%) Depth
Hanger
Load (100%)
5½” Connectors
5½”
catalog for hanger solution
Connectors catalog for hanger solution
LBV3.56/7.25
2910
7¼”
7¼”
LBV1.81/7.25
2910
WPU3.56/7.25
4700
MIT9.5
2550
LBV3.56/9.5
2910
9½”
9½”
LBV1.81/9.5
2910
HB3.56/9.5
5815
MIT11.88
2550
BA3.56/11.88
4715
11⅞” BA1.81/11.88
11⅞”
4715
HB3.56/11.88
5815
MIT1.81/14
2550
BA3.56/14
4715
14”
14”
LBV1.81/14
2910
GLTV3.514
7500
MIT1.81/16
2550
BA3.56/16
4715
16”
16”
B1.81/16
4135
GLTV3.516
7500
HB3.56/18
5815
18”
18”
B1.81X
4135
HGLTV3.518
10500
Hanger Notes:
1.Loads listed address hanger/header/fastener limitations assuming header material is Douglas
Fir-Larch LVL manufactured in the U.S. Joist reaction should be checked by a qualified
designer to ensure proper hanger selection.
2.HU hangers – fill all round and triangle holes for load values shown.
HHGU
F raming
GLTV
roperties
Ikaika rim
Design Properties
•Horizontal Load Capacity – 200 plf with 8d nails
(box or common) at 6” o.c.(2)
• Rim Board Vertical Load Capacity – 3450 plf
•½” Diameter Lag Screw or Bolt Lateral Load Capacity – 350 lbs
Notes:
1.These allowable design stresses apply to dry service conditions, and may be adjusted for load
duration except where noted.
2. The stated capacity applies to a ten minute wind or earthquake load duration (CD = 1.60).
No increase is allowed for load duration.
1¼” 1.5E IKAIKA LAM LVL
1.5 E
D
esign
P
1¼” 1.5E Rim Board
1.5E IKAIKA LAM LVL Reference Design Values(1)
Modulus of Elasticity E = 1,500,000 psi(2)
BendingFb = 2250 x (12/d)0.125 psi, where d is the
depth of the member(3)
Horizontal Shear (joist) Fv = 220 psi
Compression Perpendicular to Grain (joist)Fc = 575 psi(2)
(1) These allowable design properties apply to dry service conditions, and may be adjusted for
load duration except where noted.
(2) No increase is allowed for load duration.
(3) A factor of 1.04 may be applied for repetitive members as defined in the National Design
Specification® for Wood Construction.
Available Sizes (inches)
9½11⅞14 16
1¼”
Rim Board vertical load
transfer = 3450 plf maximum
One 8d nail at top and bottom
flange
Weights (PLF):
Attach Rim Board to top plate
using 8d box toenails @ 6” o.c.
3.1 3.9 4.5 5.2
I k a i k a
R i m
Equivalent Specific Gravity for Fastener Design—
1¼” 1.5E IKAIKA LAM LVL
Nails & Wood Screws
Bolts & Lag Screws
Lateral, Face
Lateral, Edge
Withdrawal
Lateral, Face
Lateral, Edge
0.42
0.39
0.42
0.42
N.A.
Closest On-Center Spacing
for a single row of nails in the narrow face
Nail Size
Spacing
8d common (2½” x 0.131”)
3”
10d common (3” x 0.148”)
4”
16d common (3½” x 0.162”)
6”(1)
1. May be 4” when nailing through bottom wall plate and sheathing (maximum 1⅜” penetration).
page
26
One 8d face nail at each
side at bearing
To avoid splitting flange,
start nails at least 1½” from end
of I-joist. Nails may be driven
at an angle to avoid splitting of
bearing plate.
Deck Attachment
Sheathing
Rim Board
One 8d nail
at top and
bottom
flange
Ledger attached with ½”
diameter through bolts with
washers and nuts. Space as
necessary per deck design.
Attach Rim Board to top
plate using 8d box toenails
@ 6” o.c.
ruc
t
base with software tools to perform daily engineering and drawing functions required in today’s market.
t
HPM Building Supply provides customers with the best information services in the industry–and supplies its customer
S
The Most Powerful Software Tools in the Market —
iStruct™ software suite, featuring isPlan™ and isDesign™
i
Software Tools
isPlan™ features:
• D raw and design floor and roof framing plans with engineered wood products
S
• Includes structural analysis and reporting, take-offs, quotes, and cutting
•Automatically develops loads and produces bold, color graphic layouts in 2D and 3D
• Supports the full HPM Building Supply product line
•Includes isDesign–the single member beam design
isDesign™ features:
• A user-friendly, single-member sizing program with
impeccable graphics that creates easy-to-read beam calcs
•Analyze loads and calculate sizes and spacing for
HPM Building Supply engineered wood products
•Requires little or no training for the architect, engineer,
or designer
HPM Building Supply customers receive:
•No charge for isDesign™ single-member sizing software
•No charge for customers to distribute isDesign™
to its customer base
oftware
• Specially engineered for companies with a dedicated design staff
•Customer product logos and nomenclature on
beam calcs
•Printed calc sheets display shear, deflection, moment,
and reaction
T
•Value-engineered framing plans
•Engineered or non-engineered placement plans
•Internet updates for all software
The iStruct™ software suite is truly a solution like no other and is designed for quick learning and application. The accelerated training time
means users are up and running quickly and cost effectively!
What you get from HPM Building Supply is what your customers expect from you —
the best tools and the best service possible!
ools
•Internet software training and support
Our Product Warranty
Pacific Woodtech Corporation warrants that its products,
as manufactured, will be free from manufacturing errors
or defects in workmanship and material.
In addition, provided the product, as manufactured,
is correctly installed and used, Pacific Woodtech Corporation
warrants the adequacy of its design for the normal
and expected life of the structure.
This warranty is backed by the full resources of Pacific Woodtech
Corporation and by underwritten product liability insurance.
CAMPBELL 91-302 Hanua Street Kapolei, Oahu, HI 96707 808-682-8560
Lawai 3419 Iwipoo Road Lawai, Kauai, HI 96765 808-332-7376
Hilo 380 Kanoelehua Ave Hilo, Hawaii, HI 96720 808-935-0875
Kona 74-5511 Luhia St Kailua-Kona, Hawaii, HI 96740 808-334-4200
Waimea 64-1027 Mamalahoa Hwy Kamuela, Hawaii, HI 96743 808-885-6036
HPM1001 13-0116 JM1.5M

PRODUCT - HPM Building Supply

Transcription

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