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Home My WebLink AboutPRODUCT APPROVAL - SIDINGFlorida Building Code Online Page 1 of 4 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map b a Product Approval ® USER: Public User RECEIVED Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL20742-R2 Revision 2017 Approved NOV 17,9 1018 Permitting Department 5t� Wdo Cgunty FILE COSY Plycem USA LLC 15055 Woodham Drive Houston, TX 77073 (800) 451-2003 sherrington@elementia.com Shawn Herrington sherrington@elementia.com Shawn Herrington 15055 Woodham Drive - Houston, TX 77073- - l i� COUNTY o U. NG D S1014 ST. Lucia LI C REVIEWED FOR CO REVIEWED By MI IaAT - UST BE KEPT ON 7( FLANS AN P I©Nis) WILL BE MP �atTE OR NO tNSPE http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGl WOugHVz9dwppEUzALZOLt3NUQmP7JIh... 11/14/2018 Florida Building Code Online Page 2 of 4 (281) 813-1260 sherrington@elementia.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a L Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 01/01/2023 Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20742 R2 COI 2017 01 COI Nieminen.pdf Standard ASTM C1186 ASTM E330 Year 2012 2002 http://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvFGlWOugHVz9dwppEUzALZOLt3MxQmP7Jlh... 11/14/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 10/09/2017 10/11/2017 10/15/2017 12/12/2017 10/12/2018 Page 3 of 4 Summary of Products FL # Model, Number or Name Description 20742.1 Allura Fiber Cement Siding Fiber -cement siding (panel, lap & shapes) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20742 R2 II 2017 09 FINAL Al ER PLYCEM ALLURA P R2.i)df Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-56 Created -by Independent Third Party: Yes Other: 1.) The design pressure herein applies Evaluation Reports to one system; refer to ER Appendix for all FL20742 R2 AE 2017 09 FINAL ER PLYCEM ALLURA MX R2.pdf systems and maximum allowable design pressures. 2.) Refer to ER Section 5 for Limits of Created by Independent Third Party: Yes Use. iBackf INextl Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement-:: Refund Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do n http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFG1 WOugHVz9dwppEUzALZOLt3MxQmP7JIh... 11/14/2018 Florida Building Code Online Page 4 of 4 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant tc (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if th emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter, click here . Product Approval Accepts: ®� ® eCheck Credit Card Safe r-- http://www:floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGI WOugHVz9dwppEUzALZOLt3MxQmP7JIh... 11/14/2018 RECEIVED NOV L.9 2010 permitting Pcpartmont TRINITY ERD 6t:, Lucia County APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND RESISTANCE Table Type Application Fastener Engage Page 1 AlluraTM Panel Siding Face Fastened Framing 2 2A AlluraTm Lap Siding Blind Fastened Framing 3 2B Alluralm Lap Siding Face Fastened Framing 3 2C AlluraTm Lap Siding Blind Fastened Sheathing 4 2D AlluraTm Lap Siding Blind Fastened Framing & Furring Strips 5 3 AlluraTm Shapes Siding Blind Fastened Framing 5 The following notes apply to the systems outlined herein: 1. Substrates 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 1% inch overlap. Position the fasteners % inch from the top edge of the siding. Fasten 3/8 inch from butt ends. For installation over metal wall studs, a minimum of %: 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. S. Maximum Ultimate Wind Speeds shall be as defined in Figures 1609.3(1), 1609.3(2) or 1609.3(3) of the 6tn Edition (2017) Florida Building Code, depending on the project Risk Category (FBC 1604.5) and Exposure Category (FBC 1609.4.3), as defined by the Designer of Record and acceptable to the Authority Having Jurisdiction. Maximum Ultimate Wind Speeds are limited to projects meeting the following: ✓ Maximum height of 30 ft ✓ Enclosed building (internal Pressure Coefficient, GCpi = ± 0.18); ✓ Site conditions and location of the structure do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (KZt =1.0). Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered PE. Exterior Research and Design, I.I.C. d/b/a TrinitylERD _ _Evaluation Report 9915.06.1Cr112 for_FL20742-R2 -Certificate of Authorization#9503- -- - - - --- — - _r EDITION (2017) FBC NON-WHZ EVALUATION Revision 2:10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 1 of 5 \,-J TRINIrY I Erg TABLE 1: ALLURA',"' PANEL.SIDING,` FACE FASTENED TO FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) (Note 5) No. Width (in) (psf) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Spacing Exposure 8 Exposure C Exposure D Min. 20 ga. steel stud Face fastened to #9 ITW Buildex Hi- 6-inch o.c. along panel edges; 6-inch 1. 48 with nominal 5/8" 16 framing Lo Rock -On Ribbed o.c. along interior -38 162 137 126 plywood sheathing Bugle Head Screw framing 2xPine-Fur 6d common nails, 6-inch o.c. along 2. 48 al 5/8" witthh nominal 16 Face fastened to min. 2" long x panel edges; 6-inch -38 162 137 126 plywood sheathing framing 0.113" shank dia. x o.c. along interior 0.265 head dia. framing Exterior Research and Design, U.C. d/b/a Trinity[ERD _ _ _Evaluation Report 9915.06.16=112 for EL20742-R2 Certificate of Authorization #9503 — 6`" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2:10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 2 of 5 -I TRINITY I ERD TABLE 2A: ALLURATm LAP SIDING - -BLIND', FASTENED TO FRAMING ' System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (psf) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D Blind fastened to Min. #8 x 15/8 inch long self -tapping screws 3. 8% Min. 20 ga. steel stud 16 framing with a /8 inch dia. wafer head _22 123 N/A N/A 4. 8% 2x4 Spruce -Pine -Fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -23 126 107 N/A framing 0.120 shank dia. x 0.375 head dia. 5. 7% 2x4 Spruce -Pine -Fur with nominal 1/2" 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -27 137 116 106 plywood sheathing framing 0.120 shank dia. x 0.375 head dia. 6. 6% 2x4 Spruce -Pine -Fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -32 149 126 116 framing 0.120" shank dia. x 0.375" head dia. 7. 5'/0 2x4 Spruce -Pine -Fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -38 162 137 126 framing 1 0.120' shank dia. x 0.375" head dia. ' TABLE 26: ALLURA*"' LAP SIDING: .,. . FACE FASTENED TO FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (Psf) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 8 9% Min. 20 ga. steel stud with 16 Face fastened to ITW Buildex S-12 Rock -On— , -40 166 141 129 nominal 5/8' plywood sheathing framing 8 x 2%" 2x4 Spruce -Pine -Fur with nominal Face fastened to 8d common nails, min. 2Y2" 9. 9/ 5/8" plywood sheathing 16 framing long x 0.134" shank dia. x -40 166 141 129 0.281" head dia. Exterior Research and Design, I.I.C. d/b/a TrinitylERD Certificate of-Authorization-#9503- Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Piycem USA LLC; (281) 813-1260 Evaluation Report9915.0.6.16-R2 for_FL20742-R2 Revision 2:10/09/2017 Appendix 1, Page 3 of 5 \,�TRINITYJERD uRATm LAP - TABLE 2C: ALL SIDING BLIND FASTENED TO SHEATHING Substrate (Note 1) Siding Attach Ultimate Wind Speed (mph) System Max. MDP (Note 5) No. Width (in) . (psi Max. Spacing Framing TSpaclngm (') Sheathing Method Fasteners (Note 2) (inch o.c.) Exposure B Exposure C Exposure D 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 10. SIX Spruce- 24 inch OSB to sheathing min. 1%" long x 0.120" shank 8 -33 151 128 117 Pine -Fur dia. x 0.375" head dia. 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 11. 8% Spruce- 24 inch OSB to sheathing min. 1%" long x 0.120" shank 12 -28 139 118 108 Pine -Fur dia. x 0.375" head dia. 2x4 Blind fastened Ring shank roofing nails, 12. 8% Spruce- 16 Min. 7/16- to studs and to min. 1%" long x 0.120" shank 8 -38 162 137 126 Pine -Fur inch OSB sheathing dia. x 0.375" head dia. between studs 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 13. 8% Spruce- 24 inch OSB to sheathing min. 1%" long x 0.120" shank 8 -41 169 142 131 Pine -Fur dia. x 0.375" head dia. 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 14. 8Y, Spruce- 16- inch OSB to sheathing min. 1%" long x 0.120" shank 6 -56 197 166 153 Pine -Fur dia. x 0.375" head dia. 2x4 Blind fastened Ring shank roofing nails, 15. 7'/e Spruce- 16 Min. 15/32- to studs and to min. 1%" long x 0.120" shank 8 -53 192 162 149 Pine -Fur inch plywood sheathing dia. x 0.375" head dia. between studs Exterior Research and Design, U.C. d/b/a Trinity IERD _ Evaluation Report 9915.06.16=112 for_FL20742-R2 -Certificate of Authorization #9503- - -- — - - - - --6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 4 of 5 r-) �l TRINITY I ERD TABLE 2D: ALLURA'"' LAP SIDING BLIND FASTENED TO. FRAMING.& FURRING STRIPS Substrate (Note 1) Siding Attach Ultimate Wind Speed (mph) System Max. MDP (Note 5) Max. Spacing No. Width (in) (psf) Framing ace S in p ( ) Sheathing furring Strips Method Fasteners (Note 2) (inch o.c.) Exposure B Exposure C Exposure D 2x4 1x4-inch PT Blind Ring shank roofing 16. 9'/< Spruce- 24 Min. 7/16- furring strips, fastened to nails min. 1%" long x 12 -21 121 N/A N/A Pine -Fur inch OSB 12-inch o.c. furring strips 0.120" shank dia. x 0.375" head dia. 2x4 1x4-inch PT Blind Ring shank roofing 17. 9% Spruce- 24 Min. 7/16- furring strips, fastened to nails, min. 1%" long x 8 -40 166 141 129 Pine -Fur inch OSB 8-inch o.c. furring strips 0.120 shank dia. x 0.375" head dia. URA,Tm SH TABLE, 3:. ALL APES SIDING BLIND FASTENED To FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (psf) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 18. 16 Min. 20 ga. steel stud with 16 Blind fastened to ITW Buildex S-12 Rock-Onm , -37 160 135 124 nominal 5/8" plywood sheathing framing 8 x 2%" 2x4 Spruce -Pine -Fur with nominal Blind fastened to 8d common nails, min. 2Y2" 19. 16 5/8" plywood sheathing 16 framing long x 0.134" shank dia. x -37 160 135 124 0.281" head dia. Exterior Research and Design, LLC. d/b/a Trinity IERD -Certificate of Authorization #9503 — — - 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Evaluation Report 9915.06.16=R2 for_FL20742-R2 - - Revision 2: 10/09/2017 Appendix 1, Page 5 of 5 \,�TRINITYJERD -APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND RESISTANCE Table Type Application Fastener Engage Page 1 Altural Panel Siding Face Fastened Framing 2 2A Allura'"' Lap Siding Blind Fastened Framing 3 2B Altura'"' Lap Siding Face Fastened Framing 3 2C Allurall Lap Siding Blind Fastened Sheathing 4 2D AlluraTm Lap Siding Blind Fastened Framing & Furring Strips 5 3 AlluraTI Shapes Siding Blind Fastened Framing 5 The following notes apply to the systems outlined herein: 1. Substrates 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 1% inch overlap. Position the fasteners % inch from the top edge of the siding. Fasten 3/8 inch from butt ends. For installation over metal wall studs, a minimum of %2 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. S. Maximum Ultimate Wind Speeds shall be as defined in Figures 1609.3(1), 1609.3(2) or 1609.3(3) of the eh Edition (2017) Florida Building Code, depending on the project Risk Category (FBC 1604.5) and Exposure Category (FBC 1609.4.3), as defined by the Designer of Record and acceptable to the Authority Having Jurisdiction. Maximum Ultimate Wind Speeds are limited to projects meeting the following: ✓ Maximum height of 30 ft ✓ Enclosed building (Internal Pressure Coefficient, GCpi = ± 0.18); ✓ Site conditions and location of the structure do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (Kn =1.0). Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered PE. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Re -port 9915.06.16-R2 for FL20742-R2 _ Certificate -of Authorization #9503 -- — — - — -61" EDITION (2017) FBC NON=HVHZ EVALUATION Revision 2: 10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 1 of 5 -,�TRINITYJ ERD TABLE 17ALLURA7M PANEL SIDING FACE FASTENED TO FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (psf) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Spacing Exposure B Exposure C Exposure D Min. 20 ga. steel stud Face fastened to #9 ITW Buildex Hi- 6-inch o.c. along panel edges; 6-inch 1. 48 with nominal 5/8" 16 framing Lo Rock -On Ribbed o.c. along interior -38 162 137 126 plywood sheathing Bugle Head Screw framing 2x4 Spruce -Pine -Fur 6d common nails, 6-inch o.c. along 2. 48 with nominal 5/8" 16 Face fastened to min. 2" long x panel edges; 6-inch -38 162 137 126 plywood sheathing framing 0,113" shank dia. x o.c. along interior 0.265" head dia. framing Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report 9915.06.16-R2 for FL20742-R2 Certificate -of Authorization-#9503 -- — --- 0-EDITION-(2017) FBC NON=HVHZ-EVALUATION -- — — — —Revision 2: 10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 2 of 5 C�O \,I TRINITY I ERD URAT'" LAP ; TABLE 2A`.pI:L SIDING BLIND FASTENED TO FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph)(Note No. Width (in) (psf) 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D Blind fastened to Min. #8 x 1 s/$ inch long self -tapping screws 3. 8% Min. 20 ga. steel stud 16 framing with a /g inch dia. wafer head _22 123 N/A N/A 4. 8'/< 2x4 Spruce -Pine -Fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -23 126 107 N/A framing 0.120" shank dia. x 0.375" head dia. 5. 7% 2x4 Spruce -Pine -Fur with nominal 1/2" 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -27 137 116 106 plywood sheathing framing 0.120" shank dia. x 0.375" head dia. 6. 6Y 2x4 Spruce -Pine -Fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x -32 149 126 116 framing 0.120" shank dia. x 0.375" head dia. 7. 5% 2x4 Spruce -Pine -fur 16 Blind fastened to Ring shank roofing nails, min. 1%" long x T-38 162 137 126 framing 0.120" shank dia. x 0.375" head dia. RA7 LAP ALLUSIDING FACE FASTENED Td: FRAMING' System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (psf) (Note S) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D 8 9% Min. 20 ga. steel stud with 16 Face fastened to ITW Buildex S-12 Rock -On— , -40 166 141 129 nominal 5/8" plywood sheathing framing 8 x 2%" 2x4 Spruce -Pine -Fur with nominal Face fastened to 8d common nails, min. 2%:" 9. 9% 5/8 plywood sheathing framing 16 long x 0.134" shank dia. x -40 166 141 129 0.281" head dia. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 9915.06.16-112 for FL20742-R2 -- -Certificate-of-Authorization-#9503-------------- -- — - — ------ —6T"EDITION-(2017)-FBGNON-HVHZEVALUATION- ------------------------------- ----Revision-2:10/09/201-7-- --- Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 3 of 5 (-)o \I TRINITY I ERD -- . TABLE 2C: ALLURA'm LAP SIDING BLIND FASTENED TO SHEATHING' Ultimate Wind Speed (mph) Substrate (Note 1) Siding Attach System Max. MDP (Note 5) Max. Spacing No. Width (in) (psf) Framing S Spacing m p g (') Sheathing Method Fasteners (Note 2) (inch o.c.) Exposure B Exposure C Exposure D 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 10. 9% Spruce- 24 inch OSB to sheathing min. 1%" long x 0.120" shank 8 -33 151 128 117 Pine -Fur dia. x 0.375" head dia. 2x4 Min. Blind fastened Ring shank roofing nails, 11. 8Y4 Spruce- 24 inch OSSBB to sheathing min. 1%" long x 0.120" shank 12 -28 139 118 108 Pine -Fur dia. x 0.375" head dia. 2x4 Blind fastened Ring shank roofing nails, 12. 8% Spruce- 16 Min. 7/16- to studs and to min. 1%" long x 0.120" shank 8 -38 162 137 126 Pine -Fur inch OSB sheathing dia. x 0.375" head dia. between studs 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 13. 8% Spruce- 24 inch OSB to sheathing min. IYV long x 0.120" shank 8 -41 169 142 131 Pine_ -Fur dia. x 0.375" head dia. 2x4 Min. 7/16- Blind fastened Ring shank roofing nails, 14. 8% Spruce- 16 inch OSB to sheathing min. 1%" long x 0.120" shank 6 -56 197 166 153 Pine -Fur dia. x 0.375" head dia. 2x4 Blind fastened Ring shank roofing nails, 15. 7% Spruce- 16 Min. 15/32- to studs and to min. 13/0" long x 0.120" shank 8 -53 192 162 149 Pine -Fur inch plywood sheathing dia. x 0.375" head dia. between studs Exterior Research and Design, I.I.C. d/b/a TrinitylERD Evaluation Report _9915.06.16-R2 for FL20742-RZ — Certificate of-Authorization-#9503- — — - - - - - 6' EDITION"(2017) FBCNON-HVHZ-EVALUATION - Revision 2:10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 4 of 5 V 1 RINITY J ERD TABLE 2D: ALLLIRATm LAP SIDING BLIND FASTENED -To FRAMING & FURRING STRIPS Substrate (Note 1) Siding Attach Ultimate Wind Speed (mph) System Max. MDP (Note 5) No. Width (in) (Psf) Max. Spacing Framing Space (in) Sheathing Furring Strips Method Fasteners (Note 2) (inch o.c.) Exposure B Exposure C Exposure D 2x4 1x4-inch PT Blind Ring shank roofing Min. 7/16- nails, min. 1W long x 16. 9% Spruce- 24 inch OSB furring strips, fastened to 0,120 shank dia. x 12 -21 121 N/A N/A Pine -Fur 12-inch o.c. furring strips 0.375" head dia. 2x4 1x4-inch PT Blind Ring shank roofing 17. 9% Spruce- 24 Min. 7/16- furring strips, fastened to nails, min. 1%" long x 8 -40 166 141 129 Pine -Fur inch OSB 8-inch o.c. furring strips 0.120" shank dia. x 0.375" head dia. "TABLE 3:URA.M SHAPES APES SIDING BLINq FASTENED -TO FRAMING System Max. Substrate (Note 1) Siding Attach MDP Ultimate Wind Speed (mph) No. Width (in) (Psf) (Note 5) Framing/Sheathing Max. Spacing (in) Type Fasteners (Note 2) Exposure B Exposure C Exposure D Min. 20 ga. steel stud with Blind fastened to ITW Buildex S-12 Rock -On', 18. 16 nominal 5/8" plywood sheathing 16 framing 8 x 2Y." -37 160 135 124 2x4 Spruce -Pine -Fur with nominal Blind fastened to 8d common nails, min. 2Yz" 19. 16 5/8 plywood sheathing 16 framing long x 0.134" shank dia. x -37 160 135 124 0.281" head dia. Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report__9915.06.16-R2 for FL20742-112 -Certificate of-Authorization-#9503-- — — -e-EDITION-(2017)TBC NON=HVHZ EVALUATION - Revision 2:10/09/2017 Prepared by: Robert Nieminen, PE-59166 Plycem USA LLC; (281) 813-1260 Appendix 1, Page 5 of 5