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Report (61) • APA PRODUCT REPORT® www.apawood.org LP° SolidStart® I-Joists PR-L238 Louisiana-Pacific Corporation Revised September 8, 2017 Products: LP®SolidStart®and FlameBlock® I-Joists (LPI®series) LP Building Products, Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville,, , Tennessee 37219 (615) 986-5600 JUL 1 0 2019 www.lpcorp.com Ci T`A OF T ICGAPD 1. Basis of the product report: BUILDING DlVISiON • 2015, 2012, 2009 and 2006 International Building Code (IBC): Sections 104.11 Alternative materials and 2303.1.2 Prefabricated wood I-joists • 2015 International Residential Code (IRC): Sections 104.11 Alternative materials and R502.1.2 Prefabricated wood I-joists • 2012, 2009 and 2006 IRC: Sections R104.11 Alternative materials and R502.1.4 Prefabricated wood I-joists • ASTM D5055-13, D5055-09, D5055-05, and D5055-04 recognized by the 2015 IBC and IRC, 2012 IBC and IRC, 2009 IBC and IRC, and 2006 IBC and IRC, respectively • Performance Standard for APA EWS I-Joists PRI-400 • AWC SDPWS-2015 Special Design Provisions for Wind and Seismic • ICC-ES Acceptance Criteria for Prefabricated Wood I-Joists, AC14, approved June 2016 • Fire test report and durability test report in accordance with ICC-ES AC14 • Intertek LPI 20, LPI 20X1.7 and LPI 32 Test Report, Intertek LPI 20X1.5 Test Report, PFS LPI 23 (a.k.a. LPI 32)Test Report, APA Reports T2005M-21, T2005M-52, T2006M- 03, T2006M-07, T2008P-42, T2008P-45, T2008P-69, T2008P-97, T2008P-111, T2009P- 03, T2009P-14, T2009P-21, T2009P-38, T2009P-47, T2009P-60, T2009P-61, T2009P- 82, T2010P-36, T2010P-39, T2010P-52A, T2010P-58, T2010P-59, T2011 P-08, T2011 P- 53A, T2011P-61, T2012P-25A, T2013P-30, T2013P-38, T2014P-03, T2014P-18, T2014P-29, T2014P-36, T2015P-10A, T2015P-11A, T2015P-30A, T2016P-10, T2016P- 19, T2016P-27, T2016P-39, and T2017P-32, and other qualification data 2. Product description: LPI series I-joists are described in Table 1 in accordance with the in-plant manufacturing standard approved by APA. LPI 18FB, LPI 20FB, and LPI 42FB series I-joists are made of OSB webs that are factory-coated with FlameBlock®on both faces in accordance with the FlameBlock specification, as documented in the I-joist manufacturing standard. 3. Design properties: Tables 2 and 3 list the design properties for the LPI series I-joists covered by this report. Table 4 shows the allowable lateral shear capacities of LPI I-Joists in diaphragm applications. The allowable spans for LPI series I-joists shall be in accordance with the recommendations provided by the manufacturer(contact the manufacturer for information or refer to the Technical Guide for Residential Construction, Lit. Item LPEW0357, Technical Guide for Light-Frame Commercial and Multifamily Construction, Lit. Item LPEW0325, LPI 450 Technical Guide, Lit Item LPEW0421, or LP/530 Technical Guide, Lit Item LPEW0416 (www.lpcorp.com/resources/literature). The allowable spans for LPI series I-joists qualified as the PRI series shall be permitted to be in accordance with the APA Performance Rated l- Joists, Form Z725 (www.apawood.orq/resource-library). 4. Product installation: The LPI series I-joists covered by this report shall be installed in accordance with the recommendations provided by the manufacturer(see link above) or the APA I-Joist Construction Details, Form D710 (see link above)for products qualified as the PRI Series. Permissible web holes and cantilever reinforcements shall be in accordance with the ©2017 APA- The Engineered Wood Association 11-01 APA Product Report° PR-L238 Revised September 8, 2017 Page 2 of 13 recommendations provided by the manufacturer or with the APA D710 for products qualified as the PRI Series. 5. Fire-rated assemblies: Fire-rated assemblies shall be constructed in accordance with the recommendations provided by the manufacturer, APA Product Report PR-S238, or APA Fire-Rated Systems, Form W305 (see link above)for products qualified as the PRI Series. LPI 18FB, LPI 20FB, and LPI 42FB series I-joists have demonstrated equivalent fire performance through fire tests in accordance with ICC-ES AC14 and are in compliance with Exception 4 to Section R302.13 of the 2015 IRC and Section R501.3 of the 2012 IRC. 6. Limitations: a) LPI series I-joists shall be designed in accordance with the code using the design properties specified in this report. b) LPI series I-joists are limited to dry service conditions where the average equilibrium moisture content of solid-sawn lumber is less than 16 percent. c) LPI series I-joists are produced at Red Bluff, California, Larouche, Quebec, and St. Prime, Quebec under a quality assurance program audited by APA. A list of I-joists manufactured at different LP facilities is documented and audited by APA. d) LPI 18FB, LPI 20FB, and LPI 42FB are produced at Abitibi —LP Engineered Wood Inc., Larouche, Quebec, under a quality assurance program audited by APA except that the FlameBlock-coated webs are certified by the coating company and third-party inspection by the Underwriter Laboratories and Intertek Testing Services NA, Inc. e) This report is subject to re-examination in one year. 7. Identification: The LPI series I-joists described in this report are identified by a label bearing the manufacturer's name (Louisiana-Pacific Corporation or Abitibi— LP Engineered Wood Inc.) and/or trademark, the APA assigned plant number(1069 for the Red Bluff plant, 1068 for the Larouche plant, and 1077 for the St. Prime plant), the I-joist series designation and depth, the APA logo, the report number PR-L238, and a means of identifying the date of manufacture. ©2017 APA— The Engineered Wood Association 11-01 APA Product Report® PR-L238 Revised September 8, 2017 Page 3 of 13 Table 1. Description of LPI Series I-Joists(a) Flanges Web Joist Series Joist Dimension Depths(in.) Material GO') Material Thicknessd> Depth(in.) Width(in.) (in.) LPI 18 7-7/8-16 Proprietary SPF 0.42 1-1/2 2-1/2 OSB 3/8 LPI 18FB 9-1/2—16 Proprietary SPF 0.42 1-1/2 2-1/2 OSB 23/32 LPI 20Plus 7-7/8-16 Proprietary SPF 0.42 1-1/2 2-1/2 OSB 3/8 LPI 20FB 9-1/2—16 MSR SPF 0.42 1-1/2 2-1/2 OSB 23/32 LPI 32Plus 7-7/8-16 MSR SPF 0.46 1-1/2 2-1/2 OSB 3/8 LPI 42Plus 7-7/8-24 Proprietary SPF 0.46(c) 1-1/2 3-1/2 OSB 3/8(e) LPI 42FB 11-7/8-16 MSR SPF 0.46 1-1/2 3-1/2 OSB 23/32 LPI 52Plus 9-1/4-24 MSR SPF 0.50 1-1/2 3-1/2 OSB 7/16 LPI 36 11-7/8-24 LVL 0.50 1-1/2 2-1/4 OSB 3/8 LPI 56 11-7/8-24 LVL 0.50 1-1/2 3-1/2 OSB 7/16 LPI 450 9-1/2-16 LVL 0.50 1-5/16 1-3/4 OSB 3/8 LPI 530 9-1/2-16 LVL 0.50 1-5/16 2-1/16 OSB 3/8 LPI 53 7-7/8-16 LVL 0.50 1-5/16 2-1/16 OSB 3/8 LPI 70 7-7/8-16 LVL 0.50 1-5/16 2-3/4 OSB 3/8 (a) Referenced dimensions are nominal. Tolerances are as specified in the in-plant quality manual. (b) Specific gravity of flanges for use in diaphragm design(see Table 4)based on oven-dry weight and oven-dry volume for lumber flanges or equivalent specific gravity for LVL flanges. (C) Specific gravity of flanges for LPI 42Plus series I-joists stamped with mill number 1069(Red Bluff,CA)is 0.50. (d) 7/16 inch webs shall be permitted to substitute for 3/8 inch webs. (e) 7/16 inch webs for joist depths exceeding 16 inches. ©2017 APA— The Engineered Wood Association 11-01 APA Product Report° PR-L238 Revised September 8, 2017 Page 4 of 13 Table 2. Design Properties(Allowable Stress Design)for LPI Series I-Joists(a) Joist Depth EI(b) M(=) V(g) VLC(e) K(f) Joist Series ces,unless Designation oth(inerwise noted) (106 Ibf-in.2) (lbf-ft) (lbf) (lbf/ft) (106 lbf-ft/in.) 7_7/g 69 1,910 940 1,900 0.302 8-7/8 92 2,205 1,055 1,900 0.334 9-1/4 114 2,315 1,100 1,900 0.347 9-1/2 142 2,365 1,130 1,900 0.355 LPI 18 11-1/4 228 2,915 1,280 1,760 0.414 11-7/8 248 3,100 1,335 1,760 0.435 14 371 3,720 1,510 1,600 0.508 16 514 4,230 1,680 1,200 0.577 9-1/2 142 2,365 1,130 1,900 0.355 11-7/8 248 3,100 1,335 1,760 0.435 LPI 18FB 14 371 3,720 1,510 1,600 0.508 16 514 4,230 1,680 1,200 0.577 7-7/8 117 2,235 1,045 1,900 0.305 8_7/8 157 2,580 1,175 1,900 0.337 9-1/4 173 2,710 1,225 1,900 0.350 240 mm 183 2,795 1,250 1,900 0.356 9_1/2(g) 185 2,810 1,260 1,900 0.358 11-1/4 280 3,410 1,425 1,760 0.417 LPI 20PIus 300 mm 314 3,735 1,475 1,760 0.436 11-7/8(g) 318 3,755 1,485 1,760 0.438 14(g) 474 4,400 1,680 1,600 0.512 360 mm 488 4,460 1,700 1,500 0.518 400 mm 629 4.965 1,845 1,500 0.573 16(g) 652 5,050 1,870 1,500 0.582 9-1/2 185 2,810 1,260 1,900 0.358 11-7/8 318 3,755 1,485 1,760 0.438 LPI 20FB 14 474 4,400 1,680 1,600 0.512 16 652 5,050 1,870 1,500 0.582 7-7/8 152 2,890 1,045 2,200 0.200 8-7/8 203 3,340 1,175 2,200 0.201 9-1/4 228 3,510 1,225 2,200 0.208 9-1/2(g) 243 3,620 1,260 2,200 0.213 LPI 32Plus 11-1/4 359 4,410 1,425 2,200 0.252 11-7/8(® 406 4,690 1,485 2,200 0.267 14(g) 589 5,645 1,680 1,600 0.313 16(g) 791 6,545 1,870 1,500 0.358 7-7/8 204 4,290 1,145 2,200 0.341 8-7/8 272 4,955 1,265 2,200 0.385 9-1/4 301 5,210 1,310 2,200 0.401 240 mm 317 5,340 1,335 2,200 0.410 9-1/2 321 5,375 1,340 2,200 0.412 11-1/4 480 6,550 1,550 2,200 0.488 300 mm 535 6,920 1,615 2,200 0.513 11-7/8(h) 547 6,965 1,625 2,200 0.515 LPI 42Plus 14(h) 802 8,390 1,875 2,000 0.607 360 mm 825 8,505 1,895 2,000 0.614 400 mm 1,054 9,560 2,085 2,000 0.682 16® 1,092 9,725 2,115 2,000 0.693 18 1,333 11,000 2,555 1,700 0.960 20 1,688 12,170 2,795 1,580 1.067 22 2,088 13,335 3,030 1,300 1.173 24 2,534 14,480 3,270 1,100 1.280 (Footnotes on Page 6) ©2017 APA- The Engineered Wood Association 11-01 APA Product Report° PR-L238 Revised September 8, 2017 Page 5 of 13 Table 2. Design Properties(Allowable Stress Design)for LPI Series I-Joists(a)(Continued) Joist Series Joist Depth Elm M(c) Vol VLC(e) K(i) Designation (inches, unless lbf-in.2)otherwise noted) (106 (Ibf-ft) (lbf) (lbf/ft) (106 lbf-ft/in.) 11-7/8 547 6,965 1,625 2,200 0.515 LPI 42FB 14 802 8,390 1,875 2,000 0.607 16 1,092 9,725 2,115 2,000 0.693 9-1/4 334 6,340 1,715 2,400 0.493 9-1/2 356 6,540 1,745 2,400 0.507 11-1/4 529 7,965 1,975 2,400 0.600 11-7/8 600 8,475 2,055 2,400 0.633 14 874 10,205 2,330 2,200 0.747 LPI 52Plus 16 1,183 11,835 2,585 2,000 0.853 18 1,540 13,380 2,845 1,700 0.960 20 1,948 14,810 3,105 1,580 1.067 22 2,408 16,220 3,360 1,300 1.173 24 2,919 17,615 3,620 1,100 1.280 11-7/8 429 6,445 1,615 1,800 0.468 14 622 7,755 1,830 1,800 0.550 16 836 8,995 2,020 1,800 0.625 LPI 36 18 1,082 10,135 2,185 1,300 0.700 20 1,360 11,270 2,320 1,300 0.774 22 1,669 12,390 2,435 1,200 0.850 24 2,010 13,505 2,525 1,100 0.922 11-7/8 668 10,170 2,055 2,400 0.549 14 968 12,250 2,330 2,200 0.641 16 1,301 14,205 2,585 1,900 0.729 LPI 56 18 1,684 16,010 2,845 1,700 0.817 20 2,115 17,800 3,105 1,580 0.905 22 2,597 19,575 3,360 1,300 0.993 24 3,127 21,340 3,620 1,100 1.081 9-1/2 170 3,350 1,230 2,000 0.473 LPI 450 11-7/8 286 4,320 1,430 2,000 0.585 14 419 5,120 1,605 1,100 0.686 16 569 5,860 1,775 1,100 0.782 9-1/2 200 4,000 1,340 2,000 0.478 LPI 530 11-7/8 337 5,150 1,565 2,000 0.591 14 492 6,110 1,765 1,100 0.693 16 666 6,990 1,955 1,100 0.789 7-7/8 128 3,210 1,045 2,000 0.402 8-7/8 170 3,690 1,175 2,000 0.448 9-1/4 188 3,880 1,225 2,000 0.466 LPI 53 9-1/2 200 4,000 1,260 2,000 0.478 11-1/4 297 4,850 1,425 2,000 0.561 11-7/8 337 5,150 1,485 2,000 0.591 14 492 6,110 1,680 1,100 0.693 16 666 6,990 1,870 1,100 0.789 7-7/8 172 4,340 1,045 2,000 0.410 8-7/8 227 4,990 1,175 2,000 0.455 9-1/4 251 5,250 1,225 2,000 0.474 LPI 70 9-1/2 268 5,410 1,260 2,000 0.486 11-1/4 396 6,560 1,425 2,000 0.569 11-7/8 448 6,980 1,485 2,000 0.599 14 652 8,280 1,680 1,100 0.703 16 881 9,480 1,870 1,100 0.800 (Footnotes on Page 6) ©2017 APA- The Engineered Wood Association 11-01 APA Product Report® PR-L238 Revised September 8, 2017 Page 6 of 13 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 lbf=4.448 N. (a) The tabulated values are design values for normal duration of load. All values,except for El,VLC,and K,shall be adjusted for other load durations in accordance with the code. (b) Bending stiffness(El)of the I-joist. (°) Moment capacity(M)of the I-joist,which shall not be increased by any repetitive member factor. (d) Shear capacity(V)of the I-joist. (e) Uniform vertical load capacity of the I-joist. (f) Coefficient of shear deflection(K). For calculating uniform load and center-point load deflections of the I-joist in a simple-span application,use Eqs.2 and 3. Uniform Load: 6= 5cof4 + aTe2 [2] 3848 12K 3 Center-Point Load: 8= 480 +6K [3] Where: 5 = calculated deflection(in.), CO = uniform load(lbf/in.), = design span(in.), P = concentrated load(lbf), El = bending stiffness of the I-joist(lbf-in.2),and K = coefficient of shear deflection(lbf-ft/in.). (g) The 9-1/2, 11-7/8, 14 and 16-inch LPI 20PIus and LPI 32Plus stamped with mill number 1068(Larouche, QC)or 1077 (St.Prime,QC)shall be permitted to be designed as PRI-40 and PRI-60 I-joists, respectively. (h) Also recognized as PRI-80 I-joists. ©2017 APA— The Engineered Wood Association 11-01 APA Product Report° PR-L238 Revised September 8, 2017 Page 7 of 13 Table 3. Reaction Capacities(Allowable Stress Design)for LPI Series I-Joists(a,b,c) Joist Depth Intermediate Reaction®(Ibf) End Reaction(e)(Ibf) Compressive Joist Series (inches, unless 3-1/2 in. Brg. Length 5-1/2 in. Brg. Length 1-1/2 in. Brg. Length 4 in. Brg. Length Stress Designation otherwise With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners Perpendicular noted) No Yes No Yes No Yes No Yes to Grain(Fel), psi 7-7/8 1,890 2,035 2,115 2,250 870 940 940 940 8-7/8 1,940 2,095 2,165 2,320 870 990 975 1,055 9-1/4 1,960 2,115 2,190 2,350 870 1,010 990 1,100 LPI 18 9-1/2 1,975 2,135 2,205 2,370 870 1,025 995 1,130 11-1/4 2,065 2,235 2,300 2,500 870 1,110 1,030 1,280 425 11-7/8 2,095 2,270 2,335 2,545 870 1,145 1,040 1,335 14 2,205 2,395 2,450 2,700 870 1,255 1,080 1,510 16 2,310 2,515 2,565 2,855 870 1,355 1,115 1,680 9-1/2 2,135 2,135 2,370 2,370 1,025 1,025 1,130 1,130 11-7/8 2,270 2,270 2,545 2,545 1,145 1,145 1,335 1,335 LPI 18FB 14 2,395 2,395 2,700 2,700 1,255 1,255 1,510 1,510 425 16 2,515 2,515 2,855 2,855 1,355 1,355 1,680 1,680 7-7/8 2,100 2,265 2,350 2,500 970 1,045 1,045 1,045 8-7/8 2,160 2,330 2,410 2,580 970 1,100 1,085 1,175 9-1/4 2,180 2,355 2,435 2,615 970 1,125 1,100 1,225 240 mm 2,190 2,370 2,445 2,630 970 1,135 1,105 1,250 9-1/2® 2,195 2,375 2,450 2,635 970 1,140 1,110 1,260 11-1/4 2,295 2,485 2,560 2,780 970 1,235 1,145 1,425 LPI20PIus 300 mm 2,325 2,520 2,590 2,825 970 1,270 1,155 1,475 425 11-7/8(f) 2,330 2,525 2,595 2,830 970 1,275 1,160 1,485 14® 2,455 2,665 2,725 3,005 970 1,395 1,200 1,680 360 mm 2,465 2,675 2,740 3,020 970 1,405 1,205 1,700 400 mm 2,555 2,780 2,835 3,150 970 1,495 1,235 1,845 16® 2,570 2,795 2,850 3,175 970 1,510 1,240 1,870 9-1/2 2,375 2,375 2,635 2,635 1,140 1,140 1,260 1,260 11-7/8 2,525 2,525 2,830 2,830 1,275 1,275 1,485 1,485 LPI20F6 14 2,665 2,665 3,005 3,005 1,395 1,395 1,680 1,680 425 16 2,795 2,795 3,175 3,175 1,510 1,510 1,870 1,870 7-7/8 2,100 2,265 2,350 2,500 970 1,045 1,045 1,045 8-7/8 2,160 2,330 2,410 2,580 970 1,100 1,085 1,175 9-1/4 2,180 2,355 2,435 2,615 970 1,125 1,100 1,225 9-1/2® 2,195 2,375 2,450 2,635 970 1,140 1,110 1,260 LPI 32Plus 11-1/4 2,295 2,485 2,560 2,780 970 1,235 1,145 1,425 525 11-7/8® 2,330 2,525 2,595 2,830 970 1,275 1,160 1,485 14® 2,455 2,665 2,725 3,005 970 1,395 1,200 1,680 16® 2,570 2,795 2,850 3,175 970 1,510 1,240 1,870 (Footnotes on Page 10) ©2017 APA- The Engineered Wood Association 11-01 M. APA Product Report° PR-L238 Revised September 8, 2017 Page 8 of 13 Table 3. Reaction Capacities(Allowable Stress Design)for LPI Series I-Joists(a,b,c)(Continued) Intermediate Reaction"(lbf) End Reaction(e)(lbf) Compressive Joist Depth Stress Joist Series (inches, unless 3-1/2 in. Brg. Length 5-1/2 in. Brg. Length 1-1/2 in. Brg.Length 4 in.Brg. Length Perpendicular Designation otherwise With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners to Grain(Fcl), noted) No Yes No Yes No Yes No Yes psi 7-7/8 2,815 2,920 2,815 2,970 1,145 1,145 1,145 1,145 8-7/8 2,870 3,025 2,890 3,105 1,170 1,265 1,240 1,265 9-1/4 2,890 3,065 2,920 3,160 1,180 1,310 1,280 1,310 240 mm 2,895 3,085 2,935 3,185 1,185 1,335 1,295 1,335 9-1/2 2,900 3,095 2,940 3,195 1,185 1,340 1,305 1,340 11-1/4 2,995 3,270 3,075 3,430 1,230 1,465 1,515 1,550 300 mm 3,020 3,335 3,115 3,505 1,245 1,505 1,585 1,615 11-7/8(g) 3,025 3,340 3,120 3,515 1,245 1,510 1,595 1,625 LPI 42Plus 525' 14(9) 3,140 3,565 3,280 3,805 1,300 1,660 1,595 1,875 360 mm 3,150 3,580 3,295 3,830 1,305 1,670 1,595 1,895 400 mm 3,230 3,750 3,415 4,045 1,345 1,780 1,595 2,085 16(9) 3,245 3,775 3,435 4,080 1,350 1,800 1,595 2,115 18 3,450 4,285 3,850 4,625 1,500" 2,305" 1,690 2,555 20 3,450 4,410 3,850 4,835 1,500(h) 2,450(h) 1,690 2,795 22 3,450 4,530 3,850 5,030 1,500(h) 2,595(h) 1,690 3,030 24 3,450 4,640 3,850 5,210 1,500(h) 2,705(h) 1,690 3,270 11-7/8 3,340 3,340 3,515 3,515 1,510 1,510 1,625 1,625 LPI 42FB 14 3,565 3,565 3,805 3,805 1,660 1,660 1,875 1,875 525 16 3,775 3,775 4,080 4,080 1,800 1,800 2,115 2,115 9-1/4 3,400 3,680 3,500 3,800 1,330 1,630 1,590 1,715 9-1/2 3,400 3,710 3,515 3,840 1,335 1,650 1,600 1,745 11-1/4 3,415 3,925 3,605 4,110 1,360 1,775 1,665 1,975 11-7/8 3,420 4,000 3,635 4,210 1,370 1,820 1,690 2,055 14 3,435 4,260 3,745 4,540 1,385 1,970 1,845 2,330 LPI 52Plus 615 16 3,450 4,505 3,850 4,855 1,400 2,110 1,985 2,585 18 3,450 4,750 3,850 5,165 1,700(h) 2,490(h) 2,130 2,845 20 3,450 4,990 3,850 5,475 1,700® 2,675(h) 2,130 3,105 22 3,450 5,235 3,850 5,790 1,700(h) 2,865(h) 2,130 3,360 24 3,450 5,480 3,850 6,100 1,700" 3,055(h) 2,130 3,620 11-7/8 2,500 3,105 2,835 3,470 1,025 1,500 1,290 1,615 14 2,500 3,205 2,835 3,565 1,025 1,515 1,325 1,830 16 2,500 3,305 2,835 3,655 1,025 1,525 1,360 2,020 LPI 36 18 2,500 3,405 2,835 3,750 1,175(h) 1,800(h) 1,395 2,185 550 20 2,500 3,500 2,835 3,840 1,185(h) 1,860(h) 1,430 2,320 22 2,500 3,600 2,835 3,930 1,200" 1,915(h) 1,465 2,435 24 2,500 3,700 2,835 4,025 1,215(h) 1,960(h) 1,500 2,525 (Footnotes on Page 10) ©2017 APA- The Engineered Wood Association 11-01 APA Product Report° PR-L238 Revised September 8, 2017 Page 9 of 13 Table 3. Reaction Capacities(Allowable Stress Design)for LPI Series I-Joists(a,b,c)(Continued) Joist Depth Intermediate Reaction(e)(lbf) End Reaction(e)(lbf) Compressive Joist Series (inches, unless 3-1/2 in. Brg. Length 5-1/2 in. Brg. Length 1-1/2 in. Brg. Length 4 in. Brg. Length Stress Designation otherwise With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners With Brg.Stiffeners Perpendicular noted) No Yes No Yes No Yes No Yes to Grain(Fcl), psi 11-7/8 3,130 3,860 3,670 4,060 1,145 1,660 1,515 2,055 14 3,130 4,055 3,670 4,300 1,145 1,755 1,535 2,330 16 3,130 4,245 3,670 4,525 1,145 1,845 1,555 2,585 LPI 56 18 3,130 4,435 3,670 4,750 1,315(h) 2,300(h) 1,575 2,845 550 20 3,130 4,620 3,670 4,975 1,325(h) 2,455(h) 1,595 3,105 22 3,130 4,810 3,670 5,200 1,335(h) 2,610(h) 1,615 3,360 24 3,130 5,000 3,670 5,430 1,340(h) 2,770(h) 1,635 3,620 9-1/2 1,855 2,085 2,195 2,415 840 1,100 1,040 1,230 11-7/8 1,920 2,230 2,255 2,510 840 1,210 1,070 1,430 LPI 450 14 1,985 2,360 2,305 2,595 840 1,305 1,100 1,605 550 16 2,045 2,485 2,360 2,680 840 1,395 1,125 1,775 9-1/2 2,065 2,300 2,265 2,500 880 1,125 1,095 1,340 11-7/8 2,120 2,485 2,400 2,735 880 1,245 1,120 1,565 LPI 530 14 2,165 2,655 2,525 2,945 880 1,350 1,145 1,765 550 16 2,210 2,810 2,640 3,140 880 1,450 1,165 1,955 7-7/8 2,030 2,170 2,170 2,340 880 1,045 1,045 1,045 8-7/8 2,050 2,240 2,230 2,425 880 1,095 1,060 1,175 9-1/4 2,060 2,265 2,250 2,460 880 1,115 1,065 1,225 LPI 53 9-1/2 2,065 2,280 2,265 2,480 880 1,125 1,070 1,260 11-1/4 2,105 2,405 2,365 2,635 880 1,215 1,095 1,425 550 11-7/8 2,120 2,445 2,400 2,690 880 1,245 1,100 1,485 14 2,165 2,590 2,525 2,875 880 1,350 1,130 1,680 16 2,210 2,730 2,640 3,050 880 1,450 1,160 1,870 7-7/8 2,100 2,300 2,250 2,420 900 1,045 1,045 1,045 8-7/8 2,150 2,360 2,325 2,515 900 1,100 1,070 1,175 9-1/4 2,170 2,385 2,350 2,550 900 1,125 1,080 1,225 LPI 70 9-1/2 2,180 2,400 2,370 2,570 900 1,140 1,085 1,260 11-1/4 2,265 2,510 2,500 2,735 900 1,240 1,125 1,425 550 11-7/8 2,295 2,545 2,545 2,790 900 1,275 1,140 1,485 14 2,400 2,675 2,700 2,990 900 1,395 1,190 1,680 16 2,500 2,800 2,850 3,175 900 1,510 1,240 1,870 (Footnotes on Page 10) ©2017 APA- The Engineered Wood Association 11 01 APA Product Report® PR-L238 Revised September 8, 2017 Page 10 of 13 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 lbf=4.448 N, 1 psi=6.895 kPa. (0 Reaction capacity shall be limited by the tabulated I-joist reaction capacity,flange bearing capacity,or the bearing capacity of the support material,whichever is less. The flange bearing capacity is based on the allowable compressive stress perpendicular to grain of the I-joist flange,the net flange width,and the bearing length,and may be further limited by the bearing capacity of the support material. To calculate the net flange width,subtract 0.25 inch from the flange width(see Table 1)of the LPI 18, LPI 18FB, LPI 20PIus, LPI 20FB, LPI 32Plus, LPI 42Plus,and LPI 52Plus series I-joists,or subtract 0.10 inch from the flange width(see Table 1)of the LPI 36, LPI 56, LPI 450, LPI 530, LPI 53,and LPI 70 series I-joists. (b) Reaction capacity is for normal duration of load and shall be adjusted for other load durations provided that the adjusted reaction design value is not greater than the flange bearing capacity or the bearing capacity of the support material. Flange bearing capacity and the bearing capacity of any wood support shall not be adjusted for load duration. (°) Reaction capacity and flange bearing capacity shall be permitted to be increased over that tabulated for the minimum bearing length. Linear interpolation of the reaction capacity between the minimum and maximum bearing length is permitted. Bearing lengths longer than the maximum do not further increase the reaction capacity. Flange bearing capacity and that of a wood support will increase with additional bearing length. (d) For depths of 9-1/2 inches and greater,the intermediate reaction with a minimum bearing length of 3 inches shall be permitted to be determined based on the intermediate reaction values with a bearing length of 3-1/2 inches and 5-1/2 inches. (e) The minimum bearing length for end reactions is 1-1/2 inches, unless otherwise noted. (f) The 9-1/2, 11-7/8, 14 and 16-inch LPI 20PIus and LPI 32Plus stamped with mill number 1068(Larouche,QC)or 1077 (St. Prime,QC)are permitted to be designed as PRI-40 and PRI-60 I-joists, respectively. (g) Also recognized as PRI-80 I-joists. (h) Minimum bearing length is 2-1/2 inches. (i) Compressive stress perpendicular to grain(Fcl)of flanges for LPI 42PIus series I-joists stamped with mill number 1069(Red Bluff,CA)is 615 psi. ©2017 APA— The Engineered Wood Association 11-01 APA Product Report® PR-L238 Revised September 8, 2017 Page 11 of 13 ' Table 4. Allowable Shear(Pounds Per Foot)for Horizontal Wood Structural Panel Diaphragms Framed With LPI I-Joists for Wind(a)or Seismic Loading(b,c) Blocked Diaphragms Unblocked Diaphragms Minimum Nail spacing(in.)at diaphragm Nominal boundaries(all cases),at Minimum Width of continuous panel edges parallel to Nails Spaced 6 in.max.at Framing load(Cases 3&4 and at all panel supported edges* Nominal ), Panel Common Panel Members at LPI I-Joist series approved for diaphragm construction as edges(Cases 5&6)®9) Grade Nail Size Thickness Adjoining indicated. (in.) Panel Edges 6 4 Case 1(No and Nail spacing(in.)at other panel unblocked All other Boundaries* edges(Cases 1,2,3,&4)*e) edges or configurations (in.) continuous (Cases 2,3, 6 6 joints parallel 4,5&6) to load 2 LPI 450,530&53 185 250 165 125 6d(0 5/16 3 LPI 18, 18FB,20Plus,20FB,32PIus,42Plus,42FB&52Plus LPI 36,56&70 210 280 185 140 2 LPI 450,530&53 270 360 240 180 Structural 1 8d 3/8 LPI 18, 18FB,20PIus,20FB,32Plus,42Plus,42FB&52Plus Grades 3 LPI 36,56&70 300 400 265 200 2 LPI 450,530&53 320 425 285 215 10d 15/32 LPI 18, 18FB,2QPlus,20FB,32Plus,42PIus,42FB&52Plus 3 LPI 36,56&70 360 480 320 240 2 LPI 450,530&53 170 225 150 110 5/16 LPI 18, 18FB,20PIus,20FB,32Plus,42Plus,42FB&52PIus 3 LPI 36,56&70 190 250 170 125 6d(n 2 LPI 450,530&53 185 250 165 125 3/8 LPI 18, 18FB,20PIus,20FB,32Plus,42Plus,42FB&52Plus 3 LPI 36,56&70 210 280 185 140 2 LPI 450,530&53 240 320 215 160 3/8 LPI 18,18FB,20PIus,20FB,32Plus,42PIus,42FB&52Plus Sheathing, 3 LPI 36,56&70 270 360 240 180 single floor and other 2 LPI 450,530&53 255 340 230 170 grades 8d 7/16 LPI 18,18FB,20PIus,20FB,32Plus,42Plus,42FB&52PIus covered in 3 LPI 36,56&70 285 380 255 190 DOC PS 1 and PS 2 2 LPI 450,530&53 270 360 240 180 15/32 LPI 18,18FB,20PIus,20FB,32Plus,42PIus,42FB&52PIus 3 LPI 36,56&70 300 400 265 200 2 LPI 450,530&53 290 385 255 190 15/32 LPI 18, 18FB,20PIus,20FB,32PIus,42Plus,42FB&52Plus 3 LPI 36,56&70 325 430 290 215 10d 2 LPI 450,530&53 320 425 285 215 19/32 LPI 18, 18FB,20Plus,20FB,32PIus,42Plus,42FB&52Plus 3 LPI 36,56&70 360 480 320 240 For SI: 1 inch =25.4 mm, 1 foot=304.8 mm, 1 lbf=4.448 N, 1 Ibf/ft=0.0146 N/mm. (Footnotes on following page) ©2017 APA- The Engineered Wood Association 11-01 APA Product Report® PR-L238 Revised September 8, 2017 Page 12 of 13 ---- Framing typical - Framing typical --- Framing typical Case Case 5 Blocking T Blocking typical Case 2 -Blocking typical Load g typcal Load 4 if used Load if used \ if used \-- r) r 111111111111111k ''l 'l v ®®®'111 4) fir®►®l \l1q 4 m11111111111111111111111tf a mo ® E;2, • L.. aI11111o ®®�� �����. 1 o 11v 11111111111111111111k 'i 11181• 6111111111111. E a` Continuous panel joints `---- Continuous panel joints Continuous panel joints Diaphragm boundary Diaphragm boundary Diaphragm boundary Framing typical ` Framing typical Framing typical Case 2 Case 5 Blockin cal Coad 1 Blocking typical Load t Blocking typical Load if used g typical if used if used 111111,' ' _._ *-o --- u o I 111►43 r 1 . vt 3° 11111111 ° g ■a"�" , -' s- 11111111 ! ��: ����it 11►1111111i 1111v1111 �' \-- Continuous panel joints Continuous panel joints \ Continuous panel joints Diaphragm boundary — Diaphragm boundary Diaphragm boundary (a) For wind load applications,the values in the table above shall be permitted to be multiplied by 1.4. (b) For shear loads of normal or permanent load duration as defined by the NDS, the values in the table above shall be multiplied by 0.63 or 0.56, respectively. (c) The tabulated allowable shear capacities are for I-joist series with flanges having a specific gravity(G)of 0.50 or higher(see Table 1). For G<0.50 the allowable shear capacities shall be reduced by multiplying the allowable shear capacities by the Specific Gravity Adjustment Factor=[1-(0.5-G)]. The Specific Gravity Adjustment Factor shall not be greater than 1. (d) The minimum nominal width of framing members not located at boundaries or adjoining panel edges shall be 2 inches. (e) Space nails maximum 12 inches o.c. along intermediate framing members(6 inches o.c.when supports are spaced 48 inches o.c.or greater). Fasteners shall be located 3/8 inch minimum from panel edges (see figure below). (0 8d common nails minimum are recommended for roofs due to negative pressures of high winds. (g) When nail spacing is closer than 6 inches on center at diaphragm boundaries, adjacent nails within a row must be offset(staggered)t/2 inch (see figure below). -t t- 1 - 1/2" ♦ -♦ ♦ 3/8" 3 4.. 4.. /8 f [3/8" 4" •- T 1/2" ♦ ♦ -♦ • ♦ 3/8" 3/8' 3/8" 6" 6" ©2017 APA— The Engineered Wood Association 11-01 APA Product Report® PR-L238 Revised September 8, 2017 Page 13 of 13 APA — The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI). APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products. APA is an accredited certification body under ISO/IEC 17065 by Standards Council of Canada (SCC), an accredited inspection agency under ISO/IEC 17020 by International Code Council (ICC) International Accreditation Service (IAS), and an accredited testing organization under ISO/IEC 17025 by IAS. APA is also an approved Product Certification Agency, Testing Laboratory, Quality Assurance Entity, and Validation Entity by the State of Florida, and an approved testing laboratory by City of Los Angeles. APA— THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS 7011 So. 19th St. •Tacoma,Washington 98466 Phone: (253)565-6600•Fax:(253)565-7265•Internet Address:www.apawood.orq PRODUCT SUPPORT HELP DESK (253)620-7400•E-mail Address:help@apawood.org DISCLAIMER APA Product Report® is a trademark of APA — The Engineered Wood Association, Tacoma, Washington. The information contained herein is based on the product evaluation in accordance with the references noted in this report. Neither APA, nor its members make any warranty, expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings, conclusions,or recommendations included in this report. Consult your local jurisdiction or design professional to assure compliance with code, construction, and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. ©2017 APA— The Engineered Wood Association 11-01