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HomeMy WebLinkAboutNOA; Hardie, Cem & Prevail Planks and Panel Fiber Cement Siding and SoffitMIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap'Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0821.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADECODU NOA No. 20-0730.22 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. "Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the 5t' edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E-1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7th Edition (2020) of the FBC and of no financial interest issued by Construction Applied Engineering, dated 07/22/2020, signed and sealed by V. Andrew Tan, P.E. "Submitted under NOA # 17-0821.21" 2. Statement letter of code conformance to the 6' Edition (2017) FBC and of no financial interest issued by Ronald I.Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I.Ogawa, P.E. AA� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E-2 WALL LL LENOTI 1 Stud Spacing at 16" O.C. B t--, I 1 I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0730.06 Expiration DateOS/01/2022 B DETAIL A / •i i i 1 3/8" Minimum CC `N SVb�y-�/ 81��7 't ���tfi• J 02 3 i FC O RlC 1/0NA Nails at 16" O.C. (typ.) Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, T— Prevail Panel Siding 1' Water -resistive barrier per - Florida Building Code Section /i 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 5/8" thick 15 ply APA rated plywood sheathing in accordance with Florida Building Code Section 2322.3 PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Water -resistive Width Length Thickness barrier per Florida 4! 8,9,10' 5/16" Building Code Section 1404.2 DESIGN PRESSURE RATING 2" X 4" S-P-F Installation Design Pressure 'Zd Wood Studs Wood Studs -76 psf HardiePanel, Impact'Resistant - SECTION B-B Cempanel, Planks installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HARDI_EPANEL, CEMPANEL, PREVAIL PANEL SIDING INSTALLATION DETAILS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. At Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 1 ] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. ■: The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. ■ [Note 2] The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. Fax 909-427-0634 - Creator: E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901,Elm Avenue Fontana, CA 92337 A SCALE •1/2"=.1,_Or' PNL-PLK-SOFF Date: 9/29/2020 1 SHEET 1 OF 12 Fastener Spacing per Florida_ Building Code Section 2322.3 �i 16.00in. Fastener Spacing per Florida Building Code Section 2322.3, �A,zEr` j G�; PRODUCT REVISED � '� as complying with the Florida Building Code NOA-No. 20-0730.06 c Expiration Date05/01/2022 • 'i do� , QF �,r 41 Miami -Dade Product Control ��CC3ft19A'�C9 `4. FRAMING • NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED Cladding Framing X Sheathing WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING • NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD "' HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLADDING • THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD James Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT ` _ Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 SIZE FSCM No _ - -- DWG No M Fax 909-427-0634 A PNL-PLK SOFF Creator. E. Gonzales SCALE 1" =1'-0" Date: 9/29/2020 1 SHEET 2 OF 12 2 1 WALL LENGTH. Stud'$pacinl at 16" O.C. - R-d---. I 1 ,i F=----- l' l PRODUCT REVISED as complying with the Florida .` 1 Building Code NOA-No. 20-0730.06 WALL ; Expiration Date05/01/2022 HEIGHT By Miami -Dade Product Control - B •i-- I; DETAIL A 1: ii I Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel® Siding Water -resistive barrier per �- — Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A i 5/8" thick 15 ply APA rated plywood sheathing fastened ?; to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 1404.2 `�,20ga, 3-5/8"X 1-5/8" Metal C-stud HardiePanel, SECTION B-B Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGN PRESSURE RATING Installation Design Pressure Metal Studs -104 psf Impact Resistant - Panel installed over 5/8" thick / 5 ply APA rated plywood sheathing HARDIEPANEL CEMPANEL PREVAIL PANEL SIDING INSTALLATION DETAILS • All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. r Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall, be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114" long bugle head screw ■: The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. • [Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating -metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through. the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator: E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO A SCALE DWG NO PNL-PLK-SOFF Date: 9/29/2020 1 SHEET 3OF12 REV 6.00in. Cladding 6.00in. .Framing r" 6.00in. Sheathing 4 6.00in. k • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0730.06 Expiration Date05/01/2022�1 ,. By Miami -Dade Product Control FRAMING/fl1j"JC3�\\^-, ■ NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. ///J'Ja �) ,��N 7 FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SF{ ATH NG • NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A HARDIEPANEL, CEMPANEL, PREVAIL PANEL NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW CLADDING • THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD James Hardie Building Products, Inc. DIAMETER X 1-5/8 " LONG CORROSION RESISTANT - 10901 Elm Avenue RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT Fontana, CA 92337 LEAST 3 FULL THREADS PENETRATING THE METAL Phone: 909-356-6300 size FSCM No _ DWG NO REV FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES Fax 909-427-0634 A PNL-PLK-SOFF 2 AND INTERMEDIATE STUDS Creator: E. Gonzales SCALE 1" =1'.=0" Date: 9/29/2020 SHEET 4 OF 12 Stud Spacing at 16" O.Cing — 'L LENGTH _ SEE PRODUCT DESCRIPTION BF I DETAIL HardiePlank®, CemplankO, & Lap ._._. _ ''�;.5/8" thick 15 I APA are noin®sblest s fiberl�cementterials i rated plywood y products tested in accordance with i ; t ;-�,�� > sheathing in ASTM C1186 Grade II, Type A and g l ! �:� uN �t ' meeting the requirements of the S f PRODUCT REVISED e 1 S accordance with as complying with the Florida Florida Building -Code. Code. Budding Code, s .. No �'662 # Florida Building Code 9 } _,, HOA-No. 20-0730.06 I 'y' — Section 2322.3 WALL - i X . �$�L E = I. PANEL DIMENSIONS Expiration Date05/01/2022 / ' 1 Water -resistive Width Length Thickness HEIGHT i i v 1: r1 By? ;,� E°OFs r. barrier per Florida 59-1/2" 12' 5/16" S Miami -Dade Product Control _ -© \ Building Code l � � ;l' Section 1404.2 DESIGN PRESSURE RATING i i = ; = s X 4' S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf ------------- 3/4" Minimum .DETAIL A Distance Sheathing fastener, as described in Note 1 Nails at 16" O.C. (typ.) Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier \ ;Arper Florida Building \` f' Code Section 1404.2 ``` k thick / 5 ply APA rated ---"" plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. "' Lap Siding Impact Resistant - C-T10 Planks installed over 5/8" thick / 5 ply g_g. 1-114" tall X 5/16" APA rated plywood sheathing thick starter strip HARDIEPLANK. CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. [Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. ■ Planks shall be applied horizontally commencing from the bottom course of the wall with 1-114" wide laps at the top of the plank such that the exposure area of each plank is <- 8-1/4" vertically. [Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. ■' Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 318". Fax 909-427-0634 Creator: E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm -Avenue Fontana, CA 92337 rA SCALE1I2" DWG NO PNL-PLK-SOFF Date: 9/29/2020 .1 SHEET 5OF12 REV Fastener Spacing per Florida Building Code Section 2322.3 0.75in T <8.25in. FRAMING: NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE .SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING • PLANKS OVERLAP 1-114" ■ THE EXPOSURE IS <_8-1/4" ■ THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Sheathing 20 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Phone: HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 YZE FSCM NO I DWG NO REV A PNL-PLK-SOFF 1 2 T WALL B 4-- Stud at 16" O.C: PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0730.06 Expiration Date05/01/2022 314" Minimum Edge Distance DETAIL A Siding fastener, as 1 I i \� Water -resistive X' barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. Nails at 16" O.C. (typ.) Sheathing fastener, a described in Note 1 described in Note HardiePlank, Cemplank, 2 i{ i �` Prevail Lap Siding i SEE PRODUCT DESCR,PTION, :TAIL A liardiePlank®, Cemplank®, and ply APA Prevail® Plank Lap Siding materials j rated plywood are nonasbestos fiber -cement j' `sheathing fastened Products tested in accordance with to metal studs as ASTM C1186 Grade 11, Type A and described in Note 1 meeting the requirements of the Florida Building Code. Water -resistive barrier per Florida PLANK DIMENSIONS Building Code Width Length Thickness Section 1404.2 5 9-1/2" 12' 5/16" 20ga; 3-5/8" X 1-5/8" DESIGN PRESSURE RATING Metal C-stud Installation" Design Pressure HardiePlank, Metal Studs -92 psf Cemplank, Prevail Lap Siding Impact Resistant — 1-1/4" tall X 5/16" Planks installed over 5/8" thick / 5 ply thick starter strip APA rated plywood sheathing HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation s recommendations, and the applicable sections of the Florida Building Code. • Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. [Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at IT'= at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is:5 8-1X' vertically. [Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long* bugle head screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened <_ 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8"' thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. • Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO Fax 909-427-0634 A Creator: E. Gonzales SCALE 1/2" = 1'-0" DWG NO PNL-PLK-SOFF Date: 9/29/2020 1 SHEET 7OF12 REV 6.0Oin: 16 in.vUC. Cladding 6.00in. i Framing 1, v; 6.00in.00 ``° , Sheathing ....-.. .......... �_..�� ..V .. PRODUCT REVISED as complying with the Florida Building Code _ NOA-No. 20-0730.06 ..». "s r; Expiration Date05/01/2022 By A7k;;— ff Miami Dade Product Control • x tfis 16f2 OF FRAMING f4 �, F� 0 �c$' '-- O RI .. NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH !' 5/8" LONG RIBBED BUGLE HEADfj'�E3tdL SCREWS (2 PER TOP AND BOTTOM CONNECTION)j I THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRWITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING CLADDING INSTALLATION DETAILS METAL STUD CONSTRUCTION • PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s 8-1/4" James Hardie Building Products, Inc_ • THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1/4" LONG CORROSION- ' g Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 SRE FSCM NO DWG NO REV PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-427-0634 A PNL-PLK-SOFF 2 FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Creator. E. Gonzales SCALE =0" Date: 9/29/2020 SHEET 8 OF 12 WALL DETAIL A , m WALL LENGTH Stud Spacing at 16" O.C. B<-- I I I PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0730.06 Expiration Date05/01/2022 By rt'_ Miami -Dade Product Control B j -►I I -- Nails at 4" O.C. (typ.) 3/8" Minimum Edge Distance SEE DETAIL A X 4" S-P-F ood Studs 3rdieSoffit, smsoffd PRODUCT DESCRIPTION HardieSoffitO & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. SOFFIT DIMENSIONS Width Length Thickness 4' 8' 1/4" DESIGN PRESSURE RATING Installation Design Pressure Wood Studs -70 psf FN �, tel.jL. Lt i I , �wi 1ION t- \, HARDIESOFFIT. CEMSOFFIT PANEL INSTALLATION DETAILS Soffit fastener, as All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's �\ described in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. • Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or m1 Architect per the Florida Building Code and the requirements of this N.O.A. m HardieSoffd, Cemsoffit The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. ■ [Note 1] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank.diameter, 1 corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. , HARDIESOFFIT, CEMSOFFIT PANEL i� INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2" X 4" S-P-F Wood Studs James Hardie Building Products, Inc. The wall and soffit frames are to be 10901 Elm Avenue designed by the Architect or i pill Fontana, CA 92337 Engineer of Record in compliance Phone: 909-356-6300 SIZE FSCM NO DWG NO RE with the Florida Building Code. Fax 909-427-0634 A PNL-PLK-SOFF 2 Creator: E. Gonzales SCALE 1/2" =1'-0" Date: 9/29/2020 SHEET 9 OF 12 : 4.00in.l FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 6.00in. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0730.06 Expiration Date05/01/2022 By — .. Miaml-Dade Product Control Cladding Framing ti S71 ATE OF �toR1lo'? FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO Fax 909-427-0634 A PNL-PLK-SOFF Creator: E. Gonzales SCALE 1"=1'-0"` Date: 9/29/2020 SHEET 10 OF 12 REV 2 WALL LENGTH Stud Spacing at 16" O.C. I3t---, I I I PRODUCT REVISED as complying with the Florida Duliding Code wDA-No. 20-0730.06 Expiration DateOSIDII2022 H. 'I ntiam� 1 R1 8 It �di i i 3/8" Minimum Nails at 6" O.C. (typ.) Distance Soffit fastener, as described in Note 1 HardieSofft, Cemsoffit 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE PRODUCT DESCRIPTION DETAIL A HardieSoffit® & Cemsoffit@ materials are nonasbestos fiber -cement products <t tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building - ' Code. 20ga, 3-5/8" X 1-5/8" SOFFIT DIMENSIONS Metal C-stud Width Length Thickness 4' 8' '/s" HardieSoffit, Cemsoftit .DESIGN PRESSURE RATING Installation De I Pressure MetalSt\d�\ A, SECTION B-B Z jam- '. _SECTION ; eXP. :z 1 f No.81fi62 HARDIESOFFIT. CEMSOFFIT PANEL INSTALLATION DETAILS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. • Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metal C-studs spaced a maximum of 16" O.C. • [Note I The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. • Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 suE FSCM NO Fax 909-427-0634 A Creator: E. Gonzales SCALE 1/2" =1'-0" DWG NO REV PNL-PLK-SOFF 2 Date: 9/29/2020 SHEET 11 OF 12 FRAMIN _ ■ NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS f AI FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. i - 17 mo- 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO REV' Fax 9097427-0634 A PNL-PLK-SOFF 9 Creator: E. Gonzales SCALE 1=1s-0"' Date: 912912020 SHEET 12 OF 12 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 1 of 6 ► CAE Cm ftucgonApplied Engimeiing EVALUATION SUBJECT HardleSofflt® Sidings James Hardie Product Trade Names covered in this evaluation: HardieSoffit® Sidings EVALUATION FOR COMPLIANCE WITH THE FOLLOWING: ASCE 7-10 and ASCE 7-16 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2012, 2015 and 2018 International Building Code® EVALUATION PURPOSE: This analysis was performed to determine the maximum design 3aeoond gust wind speed to be resisted by an assembly of the subject product fastened to wood framing with nails and metal framing with screw fasteners. REFERENCE REPORTS: 1. Ramtech Test Report No. 11436-99/1668 (dated 11/15/99) 2. Ramtech Test Report No.,IC-1228-93, dated June 1993 3. Ramtech Test Report No. IC-1054-89, dated September 1989 4. Ramtech Test Report No. IC-1055.89, dated September 1989 5. Applied Research Laboratories Test Report 29278, dated 9/1/9A 6. Intertek Test Report No. 100438172COQ-003, revised date March 21, 2012 TEST RESULTS - TABLE 1 - TRANSVERSE LOAD TEST RESULT SUMMARY Fastener Spacing in. Siding Frame Ultimate Allowable Thickness Siding Spacing Perimeter Field Load Design Referenced Test Report In. Width In. Frame Type in. Supports Supports Fastener Type (PSF) Load Ramtech 11436-99/1608 0.25 16 2X4 wood with SG=0A0 24 8 8 1.5 in. long x 0.083 in. shank x -249.0 -83.0 0.187 in. HD rin shank nails Ramtech IC-1228-93 0.25 48 2X4 Hem Fir wood, SG=0.43 16 6 6 6d common nails -140.0 -46.7 Ramtech IC-1054-89 0.25 48 20 Gauge Steel (min. yield = 33 ksi) 16 6 6 No. 8 x 1 In. long x 0.323 in. HD _169.9 -56.6 ribbed bugle head screws Ramtech IC-1055-89 0.25 48 20 Gauge Steel (min. yield = 33 ksi) 24 6 6 No. ib x 1 In. long x 0.323 In. HD 50.6 ribbed ribbed bugle head screws Intertek Test Report No. 0.25 24 2x4 SPF (SG = 0.42) 24 4 4 2-in. long x 0.092 in. x 0.235-in. _149.5 -09.8 100438172COQ-003 HD siding nails Intertek Test RepoOO-003 0.25 24 2z4 SPF (SG = 0.42) 24 4 4 6d common nails -162.1 54.0 100438172COQ-003 1. AllowaDl6 Load Is the UMmate Load dlwded by a Factor or satety of 3. 2. The product is currently listed by Intertek Spec ID 39752 for compliance with ASTM C1186-08(12), Standard Specification for Grade 11, Type A Mon -asbestos Fiber -Cement Flat Sheets. DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined by testing in accordance with published test standards and criteria. From the negative transverse load test results, the allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Table 7 summarizes the allowable capacity for each fastener type to ensure that the siding product allowable design load in Table 1 above for each siding product installation does not exceed the fastener allowable capacity. Since the allowable design load Is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7-10 (Figures 26.5-1A, 26.5-1 B, and 26.5-1C) and ASCE 7-16 (Figures 26.5-1A to -1D, 25.5-2A to -2D), or the figures in the building code as applicable. For this analysis under the FBC, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordance with ASCE 7-10 (2017 FBC) ASCE 7-16 (2020 FBC) Section 2A combining nominal loads using ASD Load Combination 7 (0.6D + 0.6W) which uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q� = 0.00256K=K,, Kd'V2 (ASCE 7-10 Eq. 30.3-11 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 2 of 6 q. = 0.00256K.'IC.*Ka KB'V2 (ASCE 7-16 Eq. 26.10-1) q= , velocity pressure at height z K� , velocity pressure exposure coefficient evaluated at height z Kg , topographic factor Kd , wind directionality factor Ka , ground elevation factor. Its pennited to take KB = 1 V , basic wind speed (mph) as determined in: ASCE 7-10 Fiaures 26.5-1A. B. or C: or, V=V n , ultimate design wind speeds (3-second gust) determined from 2017 FBC Figures 1609.3(1), 1609.3(2), or 1609.3(3). Equation 2, p=qh(GCP-GCS p , design pressure (psf) for siding (allowable design load) qh , velocity pressure evaluated at mean roof height h GCP , product of external pressure coefficient and gust -effect factor GCp, , product of Internal pressure coefficient and gust -effect factor To determine design pressure at mean roof heighh (z--h), substitute q. into Equation 2, Equation 3, p=0.00256 KZ Kn Kd'V2-(GCp-GCP,) (ref. 20151201818C) or p=0.00256'K'*K.,Kd'V H2'(GCP-GCP) (fef 201712020 FBC) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 4, 0.61) + 0.6W D , dead load W , wind load (ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-11 (ASCE 7-10 Fig. 30.4-1 orASCE 7-16 Fig. 30.3-1) (ASCE 7-10 Fig. 30.4-1 orASCE 7-16 Fig. 30.3-1) (rot. ASCE 7-10 and ASCE7-16 section 2.4.1, load combination 7) To determine the Allowable Stress Design Pressure (Pw), apply the load factor for W (wind) from Equation 3 to p (design pressure) determined from equation 4 Equation 5, p..d = 0.6 (p]= 0.6 (0.00256•K.'Kt*Ka V N2*(GCP-GCP)] To determine the Basic Wind Speed (V) or Ultimate Wind Speed (Vend for HardieSoffd VentedPlus Siding in Table 4 in next page, solve Equation 5 for V or V,M, Equation 6, V = V a5 q un = (pesd/0.6'0.00256'K�'Krt Kd (GCP-GCP) The wind speed (refers to as V.,d) can be calculated based on the following equation in the 2017 FBC: Equation 7, V.. = V,,,, • (0.6)0.5 (ref. 2017 FBC Equation 16-33) Vela = V' (0.6f .5 V.w , Nominal design wind speed (3-second gust, mph) (ref. 20151BC, 2017 and 2020 FBC Eq. 16-33) V , Basic design wind speed (3-second gust mph) (rof. 20181BC Eq. 16-33) Table 2-Coefftcients and Constants used In ateffnining V and Height ft K. " Wall Zone 5 P (ASCE 7.16) Exp B Exp C Exp D K,r I Kd GCP GCP, 0-15 40,, .0.57. 0.70 0.85 1.03 h560 1 0.85 AA 0.18 20 ¢_ 0.62 = 0.70 0.90 .1.08 1 0.85 -1 A 0.18 25 .0.66 0.70 0.94 1.12 1 0.85 -1A" 0.18 30 0.70 0.70 0.98 1.16 1 0.85 AA 0.18 35 0.73 0.73 1.01 1.19 1 0.85 AA 1 0.18 40 0.76 0.76 1.04 1.22 1 0.85 AA 0.18 45 0.785 0.79 1.07 1.25 1 0.85 AA 0.18 50 0.81 0.81 1 1.09 1 1.27 11 0.85 AA 0.18 55 0.83 0.83 1.11 1,29 1 0.85 AA 60 0.85 0.85 1.13 1 1.31 1 1 0.85 -1.4 0.18 100 0.99 0.99 1 1.26 1 1 A3 h>60 1 1 1 0.85 -1.8 0.18 The coefficients and constants listed in Table 2 above were consistent for ASCE 7-10 and ASCE 7-16 except for Kz at Exposure B under 30 ft, where ASCE 7-16 allows to use lower exposure coefficient that previous codes used a more conservative values (resulted in higher design pressure). For the simplicity of the tables, the tables in the following sheet was populated using the more conservative ASCE 7-10 coefficients. Table 3 - P PS for Component and Claddiod" C&C to Se Resisted atVarious Wind Speeds for Wind Exposure Cate o " B Wind Speed (3-second gust), mph 100 105 110 1 115 1 120 130 1 146 150 160 1 170 180 190 1 200 210 Height (ft) Wind Exposure B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 32.5 37.0 41.7 -46.8 52.1 57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 32.5 -37.0 -41.7 -46.8 52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 32.5 37.0 -41.7 -46.8 52.1 57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25A -29.5 -33.9 38.6 -43.5 -48.8 54.4 -60.2 -66A 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 30.7 35.3 -40.1 -45.3 50.8 56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27A 31.7 36A :41.5 -46.8 52.5 58.5 -64.8 -71A 50 -16.7 1 -18A 1 -20.2 1 -22.1 1 -24.1 -28.2 1 32.7 -37.6 42.8 1 -48.3 -64.1 -60.3 -66.8 -73.7 55 17.1 -18.9 -20.7 -22.6 -24.7 -28.9 33.6 38.5 -43.8 -49.5 55.5 .61.8 68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 34.4 39.5 -44.9 -50.7 56.8 -63.3 -70.1 -77.3 100 -25.6 1 -28.2 1 -31.0 -33.8 36.9 1 -43.3 1 50.2 1 57.6 1 -65.5 1 -74.0 1 -82.9 1 -92A -102A -112.9 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 3 of 6 Table 4 - R.., (PSF for Component and Cladding C&C to be'Resisted at Various Wind Speeds for Wind Exposure CateAbry C Wind Speed (3-second gust), mph 100 105 110 115 120 1 130 1 140 150 1 160 170 180 1 190 200 210 Height (ft) Wind Ex osure C 0-15 -17.5 A 9.3 -21.2 -23.2 -25.2 -29.6 1 34.4 -39.5 - 4.9 -50.7 56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 31 A -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 32.8 38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 34.2 39.6 -45.5 51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 35.2 -40.8 -46.9 53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 36.3 -42.0 -48.3 54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 31.6 37.1 -43.1 -49A 56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 22.5 24.8 -27.2 -29.7 -32.4 38.0 -44.1 50.6 57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 -44.9 -51.5 58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 39A -45.7 -52A 59.7 -67A -75.5 -811 -93.2 -102.8 100 32.6 35.9 39.4 �3.1 -46.9 55.0 53.6 73.3 -83A -94.1 -105.5 -117.6 -130.3 -143.6 Table 5 - P.., (PSF for Component and Cladding C&C :to be Restated at Various Wind Speeds for Wind Exposure Category D Wind Speed (3-second gust), mph 100 105 110 1 115 1 120 130 1 140 150 1 160 1 170 180 190 200 210 Height (ft) Wind Ex osure D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 35.9 -41.6 -47.8 -54A -61.4 58.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 37.7 -43.7 -50.1 57.0 -64.4 -72.2 -80A -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 405.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 30.5 33.3 -36.2 -42.5 -49.3 -56.6 -64A -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 31.7 -1 -37.7 •44.3 51.3 58.9 -67.1 -75.7 -84.9 94.6 -104.8 -115.5 55 26.6 29.3 32.2 -35.2 -38.3 45.0 52.2 59.9 58.1 76.9 86.2 96.1 -106.4 -117.4 60 -27.0 -29.8 32.7 -35.7 -38.9 •45.7 53.0 -60.8 -6 2 -78.1 -87.6 .97.6 -108.1 -119.2 100 37.0 1 -40.8 1 -44.7 -48.9 -53.2 1 -62.5 1 -72.5 -83.2 -94.6 1 -106.8 -119.8 1 -133A 1 -147.9 1 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017 FBC and 2020 FBC j:. STATE'OF Client: James Hardie Building Products, Inc. CAE EngineeringReport No.: 2101-2 Date: February 3, 2021 Page 4 of 6 TABLE 6 -MAXIMUM WIND SPEEDS MPH FOR HARDIESOFFIT SIDING' rlPt 2015 IBC, No c�p 2017/2020 FBC 2017/2020 FBC, W2 i;. (Ultimate Design 2015120181BC Wind, Speed, (Nominal Design -� It V„ "'), 20181BC Wind, Speed, (Basic Design V„a rA) Wind Speed, Ve'a) �° •: ;$TATE.011iApplicable to 40 . % a(� , • �• Applicable too methods specified C 6R IQ P �•`� ���" met In Sectlonods �d In F�ceeptlons 1 throu 2017/2020 F8C or Section1609.1.1. of 1609.1.1 201&70181BC, as of 2017 FBC, 2020 applicable FBC, 201516C and - 2018 IBC Coefficients used In Table 6 calculations for V„ xe Wind Exposure Wind Exposure Test Category Category Results K. Product Product Thickness '(Inches) Width (Inches) Fastener Type, Fastener Spacing (in.) Frame Type Stud Spacing (Inches) Building MilhP (feet) 8 C D B C I D Design Load (PSF) I Exp B Exp C Exp D It.r Kd GC GCpt perimeter Field HardieSoffd Sidings 0.25 16 1.5In. long x 0.083 in. shank 0.187 In. HD, ring shank nails 8 a 2X4 wood with SG=0.40 24 0-15 240 218 198 188 169 1 153 1 -83.0 0.70 0.85 1 h560 1 0.85 -1 0.2 20 240 211 193 186 164 150 -83.0 1 0.70 0.9 1.1 1 0.85 -1 02 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.1 1 0.85 -1 0.2 3 240 203 186 186 7 144 .83.0 0.70 0.98 1.2 1 0.85 -1 02 35 235 200 184 182 55 42 -83.0 0.73 1.01 1.2 1 0.85 -1 02 40 230 197 182 178 152 141 -83.0 0.76 1.04 12 1 0.85 -1 02 45 226 194 180 175 151 139 -83.0 0.79 1.07 125 1 0.85 -1 02 50 223 192 178 173 149 138 -83.0 0.81 1.09 1.3 1 0.85 -1 02 55 220 190 177 171 147 137 -83.0 0.83 1.11 1.3 1 0.85 -1 0.2 60 218 189 175 169 146 136 -83.0 0.85 1.13 1.3 1 0.85 -1 02 100 180 160 150 139 124 116 -83.0 0.99 126 1.4 h>60 1 0.85 -2 0.2 H Sidings Sidings 025 16 1.5 in. long x shankx 0han x HD, r ng HD, ring shank nails 8 a 2X4 wood with SG=0A0 16 0-15 240 218 198 186 169 153 -83.0 0.70 0.85 1 h560 1 0.85 -1 0.2 20 240 211 193 186 164 150 -no 0.70 0.9 1.1 1 0.85 -1 02 25 240 207 190 186 160 147 -83.0 0.70 0.94 1.1 1 0.85 -1 0.2 30 240 203 186. 186 157 144 -83.0 0.70 0.98 1.2 1 0.85 -1 02 35 235 200 184 182 155 142 -83.0 0.73 1.01 1.2 1 0.05 -1 0.2 40 230 197 182 178 152 141 -83.0 0.76 1.04 12 1 0.85 -1 02 45 226 194 180 � 175 151 139 .83.0 0.79 1.07 125 1 0.85 -1 02 50 223 192 178 173 149 138 -83.0 0.81 1.09 1 1.3 1 0.05 -1 02 55 220 190 177 171 147 137 .83.0 0.83 1.11 1.3 1 0.85 -1 0.2 60 218 189 175 169 146 136 .83.0 0.85 1.13 1.3 1 0.85 -1 02 100 180 160 150 1 139 124 116 -83.0 0.99 126 1A h>60 1 0.85 -2 02 HardleSoffit Sidings 0.25 48 6d common nails 6 6 2X4 Hem Fir wood, SG=0.43 16 045 180 163 148 139 126 115 46.7 0.70 0.85 1 h560 1 1 1 0.85 -1 1 0.2 20 180 159 145 1 139 123 112 46.7 0.70 0.9 1.1 1 1 0.85 -1 0.2 25 180 155 142 139 120 110 -46.7 0.70 0.94 1.1 1 0.85 -1 02 30 180 152 140 1 139 118 108 46.7 0.70 0.98 12 1 0.85 -1 0.2 35 176 150 138 136 116 107 46.7 0.73 1.01 12 1 1 am -1 0.2 40 173 147 136 134 114 105 46.7 0.76 1.04 1.2 1 0.85 -1 02 45 170 146 135 131 113 104 46.7 0.79 1.07 1.25 1 1 0.85 -1 0.2 50 167 144 133 129 112 103 46.7 0.81 1.09 1.3 1 0.85 -1 0.2 55 165 143 3 128 103 46.7 0.83 1.11 1.3 1 0.85 -1 02 60 163 - 41 31 126 1 0 102 46.7 0.95 1.13 1.3 1 0.85 -1 02 100 135 120 112 105 93 87 46.7 0.99 1.26 1 A h>60 1 0.85 -2 0.2 H Sidings Sidin s 9 0.25 48 No. 8 x 1 in. long x 0.323 in. HD ribbed bugle head screws 8 6 20 Gauge Steel (min. yield_ 33 16 0-15 198 180 163 53. 39 126 58.6 0.70 0.85 1 h560 1 0.85 -1 02 20 198 75 159 153 35 123 56.6 0.70 0.9 1.1 1 0.85-[-2 02 25 98 71 157 153 32 121 56.6 0.70 0.94 1.1 1 0.85 02 30 98 6 63 30 9 56.6 0.70 0.98 12 1 0.85 0.2 4 5 56.6 0.73 1.01 12 1 0.85 02 40 190 182 150 47 12 116 56.6 0.76 1.04 1.2 1 0.86 02 45 187 161 148 145 124 115 56.6 0.79 1.07 125 1 0.85 02 50 184 159 147 143 123 114 56.6 0.81 1.09 1.3 1 0.85 0.2 55 182 157 146 141 122 113 56.6 0.83 1.11 1.3 1 0.85 02 60 180 156 145 139 121 112 56.6 0.85 1.13 1.3 1 0.85 02 100 149 132 124 115 102 96 56.6 0.99 126 1A h>60 1 0.85 02 affit H Sidings Sidings 025 48 No. 8 x 1 in. long x 0.323 In. bugle ribbed bugle head screws 8 8 20 Gauge Steel (min. yield = 33 ksi) 24 045 146 132 120 113 102 93 30.6 0.70 0.85 1 hs60 1 0.85 -1 02 20 146 128 117 113 99 91 30.6 0.70 0.9 1.1 1 0.85 4 02 25 146 126 115 113 97 89 30.6 0.70 0.94 1.1 1 0.85 -1 02 30 146 1 123 113 113 95 88 30.6 0.70 0.98 12 1 0.85 4 02 35 143 121 112 110 94 87 30.6 0.73 1.01 12 1 0.85 -1 02 40 140 119 10 08 93 85 -30.6 0.76 1.04 12 1 0.85 -1 02 45 138 18 109 107 9 85 -30.6 0.79 1.07 1.25 1 0.85 -1 0.2 50 35 7 108 05 90 84 30.6 0.81 1.09 1.3 1 0.85 -1 0.2 55 134 116 107 104 0 3 30.6 0.83 1.11 1.3 1 0.85 4 0.2 60 132 1 106 102 89 82 30.6 0.85 1.13 1.3 1 0.85 -1 02 too log 85 .30.6 0.99 126 1A h>60 1 0.85 -2 0.2 HardieSotfit Sidings 025 24 2-in. long x 0.092 in. x n. HD siding siding nails 4 4 2x4 SPF (SG = 0.42) 24 0-15 186 169 153 144 131 119 49.8 0.70 0.85 1 h560 1 0.85 -1 1 02 20 186 184 150 144 127 116 49.8 0.70 0.9 1.1 1 0.85 -1 02 25 186 160 147 144 124 114 -49.8 0.70 0.94 1.1 1 0.85 -1 02 30 186 157 144 144 122 112 49.8 0.70 0.98 12 1 0.85 -1 02 35 182 155 142 141 120 110 49.8 0.73 1.01 12 1 0.85 -1 02 40 178 152 141 138 118 109 49.8 0.76 1.04 12 1 0.85 -1 02 45 175 151 139 136 117 108 49.8 0.79 1.07 1.25 1 0.85 -1 02 50 173 149 138 134 115 107 49.8 0.81 1.09 1.3 1 0.85 -1 02 55 171 148 137 132 114 106 49.8 0.83 1.11 1.3 1 0.85 -1 02 60 169 146 136 131 113 105 49.8 0.851 1.13 1 1.31 1 1 1 0.85 1 -1 02 100 140 124 1 116 1-8 96 90 1 49.8 0.991 126 1 1A h>60 1 1 1 0.85 1 -2 02 Client: James Hardie Building Products, Inc. CAE EngineeringReport No.: 2101-2 Date: February 3, 2021 Page 5 of 6 TABLE 6 -MAXIMUM WIND SPEEDS MPH FOR HARDIESOFFIT SIDING' { EAW MS c No: $.1.662. i. STATE OF r' 63j� 1 ,`. O s ey A4 Q, Q P"',.;� - R�11 �� \ 2015 IBC, 20I M020 FBC 2017/2020 FBC, (Ultimate Design 201512018 IBC Wind, Speed, (Nominal Design V,ut°'°), 2018 ®C Wind, Speed, (Basic Design V-P) wind Speed, V") Applicable to Applicable to methods specified methodspeei6ed In Exceptions 1 2017MOIn Sion 20FBof C or Section1609.1.1 201512018 IBC, as of 2017 FBC, 2020 FBC, 20151BC and applicable 20181BC I Coefficients used In Table 6 calculations for V„„ Wind Exposure Wind Exposure Test Category Category Results K. Product Product Thickness (Inches) Width (Inches) Fastener Type, FastenorSpacing 0n.) Frame Type Stud Spacing Bnches) Building He1ghe (feet) B C D B C D Design Load (PSF) Exp B Exp C Exp D Ka Kd GC GCpr Perimeter Field 0-15 193 176 159 150 136 124 -54.0 0.70 0.85 1 h560 1 0.85 -1 02 20 193 171 156 150 132 121 -54.0 0.70 0.9 1 0.85 -1 02 25 193 167 153 150 129 118 54.0 0.70 0.94 1 0.85 -1 02 30 193 163 150 150 127 116 -64.0 0.70 0.98 1 0.85 -1 02 35 189 161 148 147 125 115 -54.0 0.73 1.01 1 0.85 -1 02 HardleSeffit Sidings 025 24 6d common nails 4 4 2x4 SPF (SG = 0.42) 24 40 186 159 147 144 123 113 -54.0 0.76 1.04 1 0.85 -1 02 45 183 157 145 141 121 112 -54.0 0.79 1.07 E 1 0.85 -1 0250 180 155 144 139 120 111 -54.0 0.81 1.09 1 0.85 -1 0255 178 154 142 138 119 110 54.0 0.83 1.11 1 0.85 -1 0.2 60 176 152 141 136 118 110 54.0 0.85 1.13 1 0.85 -1 0.2 100 145 129 121 113 100 94 -54.0 0.99 1.26 1 0.85 -2 0.2 Table 6 Footnotes 1. Installation must be In accordance with siding manufacturer's Instructions. 2. Screws must penetrate steel framing at minimum 3 full threads. 3. Building height = mean roof height (In feet) of a building, except that save height shall be used for roof angle 0 less than or equal to 10' (2-12 roof dope). Unear Interpolation of building height (5 60 R) and wind speed Is permitted. 4. Vmr = nominal design wind speed S. V.- ultimate design wind speed 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Ka=1, KQ 0.85, G(:S-1A (h60), GC'-1.8 (h>60), GCp=0.18. 7.2015 IBC, 2017 and 2020 FBC Section 1609AI Eq. 1633. V_, - V r(0.6 fa S. V = basic design wind speed 9.2018 IBC Section 1609.3.1 Eq. 1633, Vm= V(0.6f3 LIMETA11ONS OF USE: (1) Fastener pullout must be' evaluated when Installed Into species of wood other than as noted In the table above. (2) In High Velocity Hurricane Zones (HVHZ) Installation must be In accordance with Miami -Dade County Florida, NOA 20.0730-06 Client: James Hardie Building Products, Inc. CAE Engineering Report No.: 2101-2 Date: February 3, 2021 Page 6 of 6 TABLE 7 - HARDIESOFFIT SIDING FASTENER CAPACITY Referenced Test Fastener Type & Shank Fastener Load Wood Allowable Allowable Wind Number of Single Single Fastener Report Dimensions Dla., D Penetratio Durtalon Framing Withdrawal Design Pressure Fasteners Fastener Fastener Load @ (length x shank dia. x head (in.) n Into Factor Cd SG4 Capacity' Pressure2 Area Tributary Load @ Design dia.) Wood W Qb.) (pst) (fl) Area Design Pressure Framing, P (ftj Pressure' Exceeds (in.) (lb.) W (YIN) Ramtech 11436- x 0.187 in. HD, ring shank 99/1608 nails 0.083 1.25 1.6 0.40 47.8 -83.0 2.67 7 0.38 -31.6 N 93 6d common nails 0.112 1.75 1.6 0.43 52.5 -46.7 5.33 13 0.41 -19.1 N Fastener driven into 20-gage 33- Ramtech IC-1054- No. 8 x 1 in. long x 0.323 in. ksi steel with W value from 89 HD ribbed bugle head screws 0.164 ARLTest Report 29278 61.9 56.6 5.33 13 0.41 -23.2 N Fastener driven Into 20-gage 33- Ramtech IC-1055- No. 8 x 1 in. long x 0.323 In. ksi steel with W value from 89 HD ribbed bugle head screws 0.164 ARLTest Report 29278 61.9 -30.6 8.00 15 0.53 ' -16.3 N Report No. 100438172COQ- tin. long x 0.092 in. x 0.235- 003 in. HD siding nails 0.092 1.75 1.6 0.42 1 40.6 1 -49.8 4.00 17 0.24 -11.7 N Report No. 100438172COQ- 003 6d common nails 0.113 1.75 1.6 0.42 49.9 54.0 1 4.00 17 0.24 -12.7 N Table 1 B Footnotes: 'Nails Allowable Withdrawal Capacity (W) is calculated per the following.NDS-2018 equations: Eq.12.2-3: W = Cd x 1380 x G" x D x P (for smooth shank nails) Eq.12.2-5: W = Cd x 1800 x Gz x D x P (for deformed shank nails) Allowable design load from Table 1 of this analysis (i.e., test values) 'Single fastener load = design pressure x effective fastener tributary area. Example, Single Fastener Load = 83 x 0.38 = 31.6 lb for ring shank nail. 4SG are published values from NDS based on wood species. Ramtech Test Report 11436-99/1608 Indicated SG of 0.40 with no reported wood species. Conclusion: Thus, since the fastener load values as tested did not exceed W, there are no adjustments made to the allowable design pressures. STATE; OF Florida Product Approval HardieSofFit° Panel • For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 20-0730.06. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report ER 2001-13.1 or 2001-13.2. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. WAR0AW: FAILIJOE TO M1,L]GIM AVES I SUILDEIG Ef EUPE WOWEEAND i 1HIS PMUS I MAY 8MV I H FEMAL H I MENNE.Cllm OR VUL 1-flF&942_71 s4m %1 arxlllm dty wddwkrtD t-,=31)n Twiftling:11 A; wt<f wfxalsd mvj milla �t*jw a oil R X T A 0C V- E" z z cat atx3lxstcs TrAnmErtm m=vAd Irpulds Wzy fin MG h r. G;td (kohl it taw J, till 0 KW'dtlh <,*v tbll. HardieSciffit' Panels W10115 5&Hffl VM14GAID (INSULL1,111 Wr FaSlBtt flttfiS BY1015filtri VINORS 03 WqWir'o-Wa P*Y trHircv4s. 0'" iilv Owl (xwA Wmi4tw CWTtkyu"Ov; ittvw k1ttw%4xflv Fa MUMM OZI rMIYUR lum.91W mmrMNIS timl or Sze atirf) .A' AINW FAM Ulf hhokw Is mfkv twifm Fri testp al: amm Mini c a -,-. g %1N duix s rv, & = 1brd a rt t t nnyd s tips 0a4wxdS*qUdK-all adwhtajm �m Sim W:L S7amru:imzW,01_Mftsd=rxd 90 oni vj FW ;:-nor Wi i OvJv ftw li*u a Wui- 4im vs wom 6 on*,-JA b 6 Cz -I u.raiv ihtkyt 1U11 1z 1xW(4, yp s., r, fw"i Kpr4yx) kbW t5=21 SIUS ftjMZtbrM IV trzk—,, to t—_tvwt:fim cc mn". j I= i&;trq aflL�21v a" ruzi-n va zzn CIENM REMAREMMS: asafriterveligg wrOzerwoodar steel 20gaugo,(33 mq minimumla filgaugB04 m" framing the Ixel in amUaIU4 teaming members spaced a ma4mumatUinches an center Ifig.1),with the lung dimension perpy�dwlarlo the fatigrorjUst(ming. Ni e&es most to %WTW1Y) fiWa)?_ MS. 3 & 4) Irstoll water Wets aM air b3fiers is required by fact buil5ng ex5es. James HangA111 assume no Tes,'Crinimy for moWure Intirrallon. EnZura quaKshave wd coos. Ma gin a War= lin Vp beftum end cape wd s1dN & M 91g.51, in3tall WcMut Ong at roc"all lunekna. C.;q 64 James Handle 1101ag Fr is praddeS IMI-Vallm'Alod load InIflawrAn for bUldr-v -V.A a f i,'KB 1 inalmurn memmal hEighW85'._-_L Far lafaroulan an listalLffluls ahavv Wee4 plains canl= JH technical %wrt FWZN�Ef r1I INSTALLATION: • ILlrdie&,W Wxel&miat bet pnedto • fWdIflmA framiiq my tereader eriam proper fastan4 • sollits can t>.:k InslaCad as dxw in Bourg 1. ftsbon the IBM Wigs Wward the oLbM of the t1A krWlmal air2twi. • 12 in to 24 inAide FAfdeSaMt* Vw-zd Xnets pwil6az 51X ard HwdlBSoll1t0V-.AadFlurpaaa13 prcvda ties Taffuly;bG per lines feat can be Instated trf-o rza-vvAd sidtit newssarlan insw1weencen he iffitatiedusing connuction adhesiw. NVM: not free YanItUall Wit D9 mduwd. Jointing Methods Inatall panels In moderate =W at ends, prey cLa Plk or metal jobilers, ta M�ra or leave aWDpflalo gaup arxt cotak ktg 4 UZU 5(wn " 116 EM M2 Posltlo WtanRfs 313,b from panel edges and w cbser than 2 h U131 from caaers, Wen using &,A4 polar than 12 to Aids Ply. 4) and no closer Uan I In rway, tmm wornewAhan using saffit M Is less than w equaJ to I a In widaillpaj JamesHardie 'rx zd:w*.Z1h1jr.1d= cnKUdtE%'mp&W:zftcr Eb=, custfUlum Iti-41azit 141441�b it innobrdl-ArAtun Mmo SWEIRI I V8(IEBPttlS 5MOOTH I tax-VEIM 5141 V13MCEMAW I YWOPSID-CUM11.0 I HOU-M70CIDWAIL0 cork 1 valffil P14 'W1 Figure 4 Figure 3 Greater than less than or equal to 12 in Wide Soffit 12 in Wide Soffit s f-keep fasteners 2 In away —+_from comers �1 in from end of soffit '3 3/8 in from edge of soffit — 3/8 In from edge of soffit 0 N FASTENER REQUIREMENTS Figure 5 Maintain a minimum 1 in gap between gutter end caps and siding & trim. • For wood frame construction a minimum 4d common nails spaced 8 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations'. • For conventional 20ga -16ga steel frame construction a minimum No. 8-18 x 0.323 in HD x 1 in long ribbed bugle screws spaced 6 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations'. 'Minimum Basic Wind Speed differs by locality. Where specified levels of wind resistance are required, refer to applicable Building Code Compliance Reports. Manufacturers of ACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACID or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5." GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preserva- tive -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel G and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction, Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Figure 5 fascia gutter and end cap HardileSoffit® Panels Figure 6 Step Flashing /` Self -adhering/\ / Met. \ *re elf-adherin� eavesmembrale *� *0. Kickout gashing i; Drip edge .Sewrap KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 6, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2,8,3 : "...flashing shall be a min, of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° -110° to maximize water deflection PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing), SNUG FLUSH DO NOT DO NOT �� DO NOT USE UNDER OVER SLANT ALUMINUM i DRIVE DRIVE I FASTENERS I, IF, THEN IF, THEN ADDITIONAL NAIL I i i li WOOD STEEL ' FACE i FRAME FRAME NAIL CLIPPED HEAD NAILS i {{ COUMERSINK ! HAMMER &FILL STAPLES FLUSH f ! REMOVE& REPLACE SF1204 P2/3 04119 V CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: some caulking manufacturers do not allow "tooling". PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Factory -primed James Hardie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS11 TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean, dry, and free of any dust, dirt, or mildew • Reprinting is normally not necessary • 100% acrylic topcoats are recommended • DO NOT use stain, o[Valkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlanP lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. SF1204 P3/3 04/19 DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product, Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust andlor other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) wam others in the area to avoid, breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. ®WARNING: This product can expose you to chemicals including respirable crystalline silica, which is (mown to the State of California to cause cancer. For more information go to P65Wamings,ca.aov RECOGNITION: In accordance with [CC -ES Evaluation Report ESR-2273, HardieSoffit® panel is recognized as a suitable aitemate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One and Two -Family Dwellings, and the 2006, 2009, 2012 & 2015 International Building Code. HardieSoffit panel is also recognized for application in the fallowing: State of Florida Product Approval FL13265, Miami -Dade County Florida NOA No.17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ® 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and 0 f Product warranties, safety Information and additional Installation JameSHalidle denote trademarks or registered trademarks of James Hardie Technology limited, information are available atlameshardleproc.com