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376 10th ST RES21-0373 Allura SidingNEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 1 of 6 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND RESISTANCE Table Type Application Fastener Engage Page 1 Allura™ Panel Siding Face Fastened Framing 2 2A Allura™ Lap Siding Blind Fastened Framing 3 2B Allura™ Lap Siding Face Fastened Framing 3 2C Allura™ Lap Siding Blind Fastened Sheathing 4 2D Allura™ Lap Siding Blind Fastened Framing & Furring Strips 5 2E Allura™ Lap Siding Blind Fastened Vertical Battens 5 3 Allura™ Shapes Siding Blind Fastened Framing 6 The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to wall-cladding components. Framing and sheathing shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2. Fasteners shall be corrosion resistant. Fastener lengths noted are minimum lengths, and shall be adjusted as necessary for minimum 1-inch embedment into wood studs or minimum three full threads for metal framing (Reference: FBC 1405.16). 3. Vertical joints shall occur over wall framing and shall be staggered on subsequent courses. The siding shall be applied with a minimum 1¼ inch overlap. Position the fasteners ¾ inch from the top edge of the siding. Fasten 3/8 inch from butt ends. For installation over metal wall studs, a minimum of ½ inch thick gypsum shall be applied on the interior surface. 4. “MDP” = Maximum Allowable Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5. Use the tables herein is limited to siding installations with the following design parameters. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-16, multiplied by 0.6 (Pasd) for allowable loads. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. PARAMETER* REFERENCE SYMBOL VALUE Mean roof height (ft) N/A h < 30 ft Ultimate wind speed (mph) FBC 1609.3 Vult Various Exposure Category FBC 1609.4.3 N/A B, C or D Topographical factor ASCE 7-16, Section 26.8.2 Kzt 1.0 Wind directionality factor ASCE 7-16, Section 26.6 Kd 0.85 Ground elevation factor ASCE 7-16, Table 26.9-1 Ke 1.0 Internal Pressure Coefficient ASCE 7-16, Table 26.13-1 GCpi + 0.18 (enclosed) *Defining project design parameters is the responsibility of the user, subject to acceptance by the Authority Having Jurisdiction. By Mike Jones at 9:58 am, Jan 20, 2022 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 2 of 6 TABLE 1: ALLURA™ PANEL SIDING FACE FASTENED TO FRAMING System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Spacing Exposure B Exposure C Exposure D 1. 48 Min. 20 ga. steel stud with nominal 5/8” plywood sheathing 16 Face fastened to framing ITW Buildex Rock-On® Type S 2PWH HI-LO® CLC, 9-15 x 2¼" (Part No. 2155500) 6-inch o.c. along panel edges; 6-inch o.c. along interior framing -38 162 137 126 2. 48 2x4 Spruce-Pine-Fur with nominal 5/8” plywood sheathing 16 Face fastened to framing 6d common nails, min. 2" long x 0.113" shank dia. x 0.265" head dia. 6-inch o.c. along panel edges; 6-inch o.c. along interior framing -38 162 137 126 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 3 of 6 TABLE 2A: ALLURA™ LAP SIDING BLIND FASTENED TO FRAMING System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 3. 8¼ Min. 20 ga. steel stud 16 Blind fastened to framing Min. #8 x 1 5/8 inch long self-tapping screws with a 0.375 inch dia. wafer head -22 123 N/A N/A 4. 8¼ 2x4 Spruce-Pine-Fur 16 Blind fastened to framing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. -23 126 107 N/A 5. 7¼ 2x4 Spruce-Pine-Fur with nominal 1/2” plywood sheathing 16 Blind fastened to framing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. -27 137 116 106 6. 6¼ 2x4 Spruce-Pine-Fur 16 Blind fastened to framing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. -36 158 133 123 7. 5¼ 2x4 Spruce-Pine-Fur 16 Blind fastened to framing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. -38 162 137 126 TABLE 2B: ALLURA™ LAP SIDING FACE FASTENED TO FRAMING System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 8. 9¼ Min. 20 ga. steel stud with nominal 5/8” plywood sheathing 16 Face fastened to framing ITW Buildex Rock-On® Type S-12 2PWH CLC, 8 x 2¼" (Part No. 2139500) -46 178 151 139 9. 9¼ 2x4 Spruce-Pine-Fur with nominal 5/8” plywood sheathing 16 Face fastened to framing 8d common nails, min. 2½" long x 0.134" shank dia. x 0.281" head dia. -58 200 169 156 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 4 of 6 TABLE 2C: ALLURA™ LAP SIDING BLIND FASTENED TO SHEATHING System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing Max. Spacing (in) Sheathing Method Fasteners (Note 2) Spacing (inch o.c.) Exposure B Exposure C Exposure D 10. 9¼ 2x4 Spruce-Pine-Fur 24 Min. 7/16-inch OSB Blind fastened to sheathing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 8 -33 151 128 117 11. 8¼ 2x4 Spruce-Pine-Fur 24 Min. 7/16-inch OSB Blind fastened to sheathing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 12 -28 139 118 108 12. 8¼ 2x4 Spruce-Pine-Fur 16 Min. 7/16-inch OSB Blind fastened to studs and to sheathing between studs Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 8 -38 162 137 126 13. 8¼ 2x4 Spruce-Pine-Fur 24 Min. 7/16-inch OSB Blind fastened to sheathing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 8 -41 169 142 131 14. 8¼ 2x4 Spruce-Pine-Fur 16 Min. 7/16-inch OSB Blind fastened to sheathing Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 6 -56 197 166 153 15. 7¼ 2x4 Spruce-Pine-Fur 16 Min. 15/32-inch plywood Blind fastened to studs and to sheathing between studs Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 8 -57 199 168 154 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 5 of 6 TABLE 2D: ALLURA™ LAP SIDING BLIND FASTENED TO FRAMING & FURRING STRIPS System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing Max. Space (in) Sheathing Furring Strips Method Fasteners (Note 2) Spacing (inch o.c.) Exposure B Exposure C Exposure D 16. 9¼ 2x4 Spruce-Pine-Fur 24 Min. 7/16-inch OSB 1x4-inch PT furring strips, 12-inch o.c. Blind fastened to furring strips Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 12 -21 121 N/A N/A 17. 9¼ 2x4 Spruce-Pine-Fur 24 Min. 7/16-inch OSB 1x4-inch PT furring strips, 8-inch o.c. Blind fastened to furring strips Ring shank roofing nails, min. 1¾" long x 0.120" shank dia. x 0.375" head dia. 8 -40 166 141 129 TABLE 2E: ALLURA™ LAP SIDING BLIND FASTENED TO VERTICAL BATTENS System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Wall Vertical Battens Batten Spacing (inch o.c.) Batten Fasteners Batten Fastener Spacing (inch o.c.) Method Fasteners (Note 2) Spacing (inch o.c.) Exposure B Exposure C Exposure D 18. 7¼ CMU block 1x4-inch PT Spruce-Pine-Fir (SPF) 16 ¼” diameter threaded concrete anchor, min. 1¼” embedment Max. 12 Blind fastened to battens Ring shank roofing nails, 1¼" long x 0.120" shank dia. x 0.375" head dia. 16 -40 166 141 129 19. 7¼ CMU block 1x4-inch PT Southern Yellow Pine (SYP) 16 ¼” diameter threaded concrete anchor, min. 1¼” embedment Max. 12 Blind fastened to battens Ring shank roofing nails, 1¼" long x 0.120" shank dia. x 0.375" head dia. 16 -52 190 160 147 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 1, Page 6 of 6 TABLE 3: ALLURA™ SHAPES SIDING BLIND FASTENED TO FRAMING System No. Max. Width (in) Substrate (Note 1) Siding Attach MDP (psf) Ultimate Wind Speed (mph) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 20. 16 Min. 20 ga. steel stud with nominal 5/8” plywood sheathing 16 Blind fastened to framing ITW Buildex Rock-On® Type S-12 2PWH CLC, 8 x 2¼" (Part No. 2139500) -48 182 154 142 21. 16 2x4 Spruce-Pine-Fur with nominal 5/8” plywood sheathing 16 Blind fastened to framing 8d common nails, min. 2½" long x 0.134" shank dia. x 0.281" head dia. -48 182 154 142 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 2, Page 1 of 2 APPENDIX 2: ALLOWABLE SHEAR LOADS FOR PANEL SHEAR WALLS Table Type Application Fastener Engage 4A Allura™ Panel Siding Face Fastened Wood Framing 4B Allura™ Panel Siding Face Fastened Steel Framing The following notes apply to the systems outlined herein: 1. Shear load data are based on ASTM E72 testing at an ISO 17025 accredited laboratory, and are offered within this Evaluation Report at the request of the applicant. 2. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 3. The maximum height-to-length ratio for use of this data is 2:1. 4. Allowable shear loads are based on a 3 to 1 margin of safety. 5. For steel framed assemblies in Table 4B, allowable loads are offered for the panel-siding itself and based on the average test load at 1/8-inch net deflection, with the lesser of the two highlighted red. TABLE 4A: ALLURA™ PANEL SIDING FACE FASTENED TO WOOD FRAMING System No. Max. Width (in) Substrate Siding Attach Ultimate Shear Load (plf) Allowable Shear Load (plf) Framing/Sheathing Max. Spacing (in) Fasteners Spacing (inch o.c.) Panel Edges Interior Framing 1. 48 2X4 wood, Hem-Fir 16 6d common nails 6 6 541 180 2. 48 2X4 wood, Hem-Fir 16 6d common nails 4 4 694 231 3. 48 2X4 wood, Hem-Fir 24 6d common nails 6 6 490 163 4. 48 2X4 wood, Hem-Fir 24 6d common nails 4 4 622 207 NEMO|etc. NEMO ETC, LLC Evaluation Report 9915.06.16-R5 for FL20742-R5 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION Revision 5: 10/14/2020 ©2019 NEMO ETC, LLC Plycem USA LLC; (281) 813-1260 Appendix 2, Page 2 of 2 TABLE 4B: ALLURA™ PANEL SIDING FACE FASTENED TO STEEL FRAMING System No. Max. Width (in) Substrate Siding Attach Panel Performance Performance at 1/8” Net Deflection Framing/Sheathing Max. Spacing (in) Fasteners Spacing (inch o.c.) Panel Edges Interior Framing Ultimate Shear Load (plf) Allowable Shear Load (plf) Test Load (lbf) Shear Load (plf) 5. 48 Min. 20 ga. steel x 3.625 in. x 1.375 in. steel studs 16 #8-18 x 1-5/8" Phillips Wafer Head w/ Nibs self-drilling cement board screws 6 6 729 243 2483 310 6. 48 Min. 20 ga. steel x 3.625 in. x 1.375 in. steel studs 24 #8-18 x 1-5/8" Phillips Wafer Head w/ Nibs self-drilling cement board screws 6 6 591 197 2500 313 7. 48 Min. 20 ga. steel x 3.625 in. x 1.375 in. steel studs 16 ET&F Fastening Systems: Trimfast Pins AST-100 4 8 503 168 1117 140 8. 48 Min. 20 ga. steel x 3.625 in. x 1.375 in. steel studs 24 ET&F Fastening Systems: Trimfast Pins AST-100 4 8 473 158 1067 133