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599 Vikings Ln RESO22-0011 5th submittal 2 of 2PRODUCT APPROVAL INFORMATION SHEET (PAIS) Project Name 599 Viking Lane Project Address: 599 Viking Lane Contractor BLV As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/ Subcategory Manufacturer Product Description Code Version FL#Expiration Swinging JELD-WEN Contours Steel, Wood Edge 2020 14569.6 09/30/2027 Sliding Masonite International Exterior Fiberglass Door 2020 5507.1 06/30/2021 Single Hung Silver Line Building Products Corp. V1 Series/50 Series (2000)2020 14911.1 07/23/2031 Siding James Hardi Bldg. Products Fiber-cement Lap Siding 2020 10477.1 12/31/2023 In addition to completing the above list of manufacturers, product description, and State approval number for the products used on the project, it is the Contractor’s or Authorized Agent’s responsibility to have the eligible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. Company Name BLV LLC Mailing address PO BOX 51186 Phone number 713-689-8688 05/27/22 By Mike Jones at 3:33 pm, Jul 27, 2022 Florida Product Approval Artisan® Lap Siding • For use inside HVHZ: o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 20-0730.07. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o Artisan Lap Siding fastener types, fastening schedule, and installation shall be in accordance with CAE Engineering Reports No.:2001-10.1.1. Consult the Artisan Lap product installation instructions on the follow pages for all other installation requirements. RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueRENAISSANCE WINDOWS AND DOORS SERIES  9IN</ SIN*/E +8N* WINDOW INS7A//A7ION ANC+ORA*E DE7AI/S N.T.S.GENERAL NOTES, INSTALLATION NOTES & TABLE OF CONTENTS1GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. TESTING WASCONDUCTED IN ACCORDANCE WITH AAMA/NWWDA 101/I.S.2-97. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.02-48976.01 AND 02-48976.02 ANDASSOCIATED LABORATORY DRAWINGS BY ARCHITECTURAL TESTING, INC. 3. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCERESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THERESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 5.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING ASTHE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 6. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT REQUIRES OPENINGPROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE. 7. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 8. WINDOW FRAME MATERIAL: VINYL (PVC). 9. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a. 10. DESIGNATIONS "X" STANDS FOR OPERABLE LITE/SASH AND "O" STANDS FOR FIXED LITE. 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER. INSTALLATION NOTES: 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN INTHIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, BRICK VENEER AND SIDING. 2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OFANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDINGMINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES.2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TOEDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WINDFORCE RESISTING SYSTEM SUBSTRATE. 3. SEE SHEETS 5 THROUGH 10 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 4.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATIONSHOWN. 5.ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE5.1.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM ENDDISTANCE (ED) AND THE MAXIMUM ON CENTER (O.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 AND 4.5.2.END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THEELEVATIONS ON SHEETS 3 AND 4 ARE ACCEPTABLE.5.3.FOR WINDOW SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACINGREQUIREMENTS.5.4.ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGNPRESSURE.5.5.SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BEUSED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS 2 ANCHOR SCHEDULE - EMBEDMENT AND EDGE DISTANCE 3 48" x 84" WINDOW ELEVATION/COMBINED ANCHORING LAYOUT 4 44" x 84" WINDOW ELEVATION/FIN FRAME ANCHORING LAYOUT 5 44" x 84" WINDOW ELEVATION/THRU-FRAME ANCHORING LAYOUT 6 VERTICAL CROSS SECTION - NAILING FIN INSTALLATION 7 HORIZONTAL CROSS SECTION - NAILING FIN INSTALLATION 8 VERTICAL CROSS SECTION - THRU FRAME INSTALLATION 9 HORIZONTAL CROSS SECTION - THRU FRAME INSTALLATION 10 VERTICAL CROSS SECTION - SNAP-ON FLANGE THRU FRAME INSTALLATION 11 HORIZONTAL CROSS SECTION - SNAP-ON FLANGE THRU FRAME INSTALLATION 12 GLAZING DETAIL AND GLAZING NOTES 13 BILL OF MATERIALS PERFORMANCE RATING MAXIMUM WINDOW SIZE GLAZING DETAIL(SEE SHEET 12)DESIGN PRESSURE (PSF)IMPACT RATING NOMINAL 48" x 84"B (FIXED LITE) C (SASH LITE)+/- 25 NONE SEE NOTE 6NOMINAL 44" x 84"A (FIXED LITE)C (SASH LITE)+/- 40 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueEMBEDMENT AND EDGE DISTANCE NAILING FIN FRAME INSTALLATION EMBEDMENT AND EDGE DISTANCE THROUGH-FRAME INSTALLATION EMBEDMENT AND EDGE DISTANCE SNAP-ON FLANGE THROUGH-FRAME INSTALLATION N.T.S.ANCHOR SCHEDULE - EMBEDMENT & EDGE DISTANCE1 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueSERIES 8500 VINYL SINGLE HUNG WINDOW - 25 PSF DESIGN PRESSURE EXTERIOR VIEW - SPLIT LITE WINDOW (48" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL B & C FIN FRAME ANCHOR INSTALLATION SHOWN - THRU-FRAME ANCHOR INSTALLATION SAME X O B7 C7 C9 C11 B9 B11 A6 A8 A10 N.T.S.48" x 84" WINDOW ELEVATION/ COMBINED ANCHORING LAYOUT3 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueSERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSURE EXTERIOR VIEW - SPLIT LITE WINDOW (44" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL A & C FIN FRAME ANCHOR INSTALLATION B7 C X O A6 7 N.T.S.44" x 84" WINDOW ELEVATION/FIN FRAME ANCHORING LAYOUT4 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueSERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSURE EXTERIOR VIEW - SPLIT LITE WINDOW (44" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL A & C THRU-FRAME ANCHOR INSTALLATION B9 C X O A8 9 C11 B11 A10 N.T.S.44" x 84" WINDOW ELEVATION/THRU-FRAME ANCHORING LAYOUT5 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueVERTICAL CROSS SECTION NAILING FIN FRAME INSTALLATION6 A EXTERIOR INTERIOR N.T.S.VERTICAL CROSS SECTION - NAILING FIN INSTALLATION6 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueFIXED LITE HORIZOINTAL CROSS SECTION NAILING FIN FRAME INSTALLATION 7 B SASH LITE HORIZONTAL CROSS SECTION NAILING FIN FRAME INSTALLATION 7 C EXTERIOR EXTERIOR INTERIOR INTERIOR N.T.S.HORIZONTAL CROSS SECTION - NAILING FIN INSTALLATION7 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueVERTICAL CROSS SECTION THROUGH-FRAME INSTALLATION8 A EXTERIOR INTERIOR N.T.S.VERTICAL CROSS SECTION - THRU FRAME INSTALLATION8 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueFIXED LITE HORIZOINTAL CROSS SECTION THROUGH-FRAME INSTALLATION 9 B SASH LITE HORIZONTAL CROSS SECTION THROUGH-FRAME INSTALLATION 9 C EXTERIOR EXTERIOR INTERIOR INTERIOR N.T.S.HORIZONTAL CROSS SECTION - THRU FRAME INSTALLATION9 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueVERTICAL CROSS SECTION SNAP-ON FLANGE THROUGH-FRAME INSTALLATION10 A EXTERIOR INTERIOR N.T.S.VERT. CROSS SECTION - SNAP-ON FLANGE THRU FRAME INST.10 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueFIXED LITE HORIZOINTAL CROSS SECTION SNAP-ON FLANGE THROUGH-FRAME INSTALLATION 11 B SASH LITE HORIZONTAL CROSS SECTION SNAP-ON FLANGE THROUGH-FRAME INSTALLATION 11 C EXTERIOR EXTERIOR INTERIOR INTERIOR N.T.S.HORIZ. CROSS SECTION - SNAP-ON FLANGE THRU FRAME INST.11 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueGLAZING DETAIL A APPLICABLE AT FIXED LITE FOR DESIGN PRESSURE GREATER THAN 25 PSF GLAZING DETAIL B NOTES: 1. A MINIMUM OF TWO (2) NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SILL) OF GLAZING LITES MORE THAN 3 FEET IN WIDTH. 2. AS-TESTED IGU SYSTEM SHOWN. OTHER SUBSTITUTES ARE ALLOW WHILE MAINTAINING INDIVIDUAL LITE THICKNESS AND TEMPER. GLAZING DETAIL C N.T.S.GLAZING DETAILS AND NOTES12 RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E.Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREV DESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueN.T.S.BILL OR MATERIALS13 E IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) B L STORAGE E A Store flat and keep dry and covered prior to installation (fig 1). Installing siding wet or A P saturated may result in shrinkage at joints. Protect edges and corners from breakage. James D Hardie is not responsible for damage caused by improper storage and handling of the product D L HANDLING A When working with Artisan® siding and trim products, carry the product on edge. If only one P person is carrying the product, hold it in the middle and spread arms apart to better support the product (fig 2). If two people are carrying the product, hold it near each end and on edge (fig 3). Do not lift or carry Artisan products flat (fig 4). Figure 1 Figure 2 Figure 3 Figure 4 CUTTING INSTRUCTIONS OVERVIEW Figure 5 24 in o.c. max 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system b. Better: Circular saw equipped with a HardieBlade saw blade and a dust collection feature (e.g. Roan® Saw) C. Good: Circular saw equipped with a HardieBlade saw blade – NEVER grind or cut with a power saw indoors. plywood or OSB sheathing water-resistive barrier Install a 1 1/2 in starter strip to off stud tongue and groove joint concrete foundation leave appropriate gap between planks and trim, then caulk* – NEVER dry sweep dust; use wet dust suppression or vacuum to collect dust. For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade saw blades. NOTE: James Hardie makes no representation or warranty that use of a particular cutting option will assure your compliance with applicable laws and safety requirements. If you are unsure which cutting option is best for your jobsite, consult a qualified industrial hygienist or safety professional, or contact your James Hardie representative for assistance. ensure a consistent plank angle * Apply caulk in accordance with caulk manufacturers’ written application instructions. ART1701 P1/8 07/18 LAP SIDING | BEADED LAP SIDING | ACCENT TRIM Visit jameshardiepros.com for the most recent version. Artisan® Lap Siding and Trim EFFECTIVE JULY 2018 Artisan® Lap Siding and Trim in min 4 in x 4 in remove tongue or groove when butting trim correct method GENERAL REQUIREMENTS • Artisan siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jameshardiepros.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. HardieWrap® Weather Barrier, a non-woven non-perforated housewrap, does comply with building code requirements. • All flashing and clearance details in figs. 6-18 MUST be followed when installing James Hardie® products. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6in. in the first 10ft. • Do not use Artisan lap siding in fascia or trim applications. • Do not install James Hardie products such that they may remain in contact with standing water. • Artisan lap siding may be installed on flat vertical wall applications only. • DO NOT use stain, oil/alkyd based paint, or powder coating on James Hardie products. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 “Expansion Characteristics of James Hardie Siding Products” at www.jameshardiepros.com. • James Hardie Building Products provides installation /wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. CLEARANCE AND FLASHING REQUIREMENTS • Artisan lap butt joints are designed to be installed off stud. Do not nail within 2 in. of tongue and groove at end of planks. • James Hardie recommends cutting tongue or groove off when butting into trim boards (fig. 18). • When ending Artisan lap at the bottom of a window or at the top of a wall, a finishing strip similar to a starter strip may be necessary to achieve a proper plank angle. Also when cutting Artisan lap around doors, windows, or other horizontal trim applications, an additional starter strip may be necessary to achieve proper plank angle (fig. 7). Figure 6 Roof to Wall Min. 1 in Figure 7 Horizontal Flashing Min. ¼ in Do not caulk Figure 8 Kickout Flashing Figure 9 Slabs, Path, Steps to Siding Min. 1in Figure 10 Deck to Wall Z-Flashing Figure 11 Ground to Siding Figure 12 Gutter to Siding Figure 13 Sheltered Areas Z-Flashing Figure 14 Mortar/Masonry Min. 1in 6 in 1in Min. ¼ in Min. ¼ in Figure 15 Drip Edge Figure 16 Block Penetration Z-Flashing Min. ¼ in Do not caulk Figure 17 Valley/Shingle Extension Figure 18 Butting to Trim ART1701 P2/8 07/18 Extend shingles at least 1 in out from the fascia when gutters are present As required by IRC code Z-Flashing L-Flashing Z-Flashing Min. ¼ in JOINT PLACEMENT Artisan® Lap Siding and Trim ARTISAN® ACCENT TRIM Artisan Lap and Beaded Lap siding require a trim thickness of 1 1/2 in for proper aesthetics (fig 21). • When installing Artisan® Accent Trim all clearance & flashing details figs 6 through 18 must be followed. • 2-1/2 in minimum 16 ga. finish nails may be used to attach Artisan Accent Trim to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. • Fastening instructions are similar for all applications. When using finish nails, position nails no closer than 1/2 in from the edges of the trim and for all other fasteners no closer than 3/4 in. Fasteners must be no closer than 1 in. from ends of trim and spaced a maximum of 16 in o.c. Ensure trim is adequately fastened. Note: James Hardie recommends installing trim boards so that seams are not visible from the front facing or street curb view (fig.20). • Flashing is required over all horizontal protruding and exposed trim. Figure 19 Figure 20 Figure 21 1.5 in thick trim Board Width Pre-built corner Site Built Corners Other areas (e.g. window trim, band boards and fascia) 4 in 1 nail every 16 in to attach boards together + 2 nails every 16 in each board 2 nails every 16 in 2 nails every 16 in 6 in 1 nail every 16 in to attach boards together + 3 nails every 16 in each board 3 nails every 16 in 3 nails every 16 in HARDIETRIM™ TABS & CORNER TABS For Corners, Band Boards, Windows, and Door Applications: Artisan Accent Trim boards can be installed with Flat Tabs and Corner Tabs, which provide concealed fastening. Only HardieTrim™ Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening. Fastener spacing will vary based on application. Refer to fastener table on page 5. Refer to specific sections in these instructions for required fastener spacing by application (window, band board, etc.) Step 1: Attach Flat Tabs to the back side of the trim using four(4) 18 ga. 1/2 in L x 1/4 in W narrow crown corrosion resistant staples, equally spaced in one row, positioned no closer than 1/2 in from trim edges using a pneumatic staple gun. (Figure 22) Step 2: For wood frame construction, attach the trim to the building with minimum 2, 6d siding nails fastened through the HardieTrim Flat Tabs. ET&F or equivalent fasteners Figure 22 may be used to attach the Flat Tabs to steel frame construction. Min 2 in Fasten 4 staples to the center of the nailing ridge. Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples & fasteners be used when installing HardieTrim Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim tabs must not come in direct contact with ACQ or CA preservative-treated wood. Refer to the General Fastening section of this document for further information. Figure 23 Fasten HardieTrim Flat Tab to minimum 7/16 in OSB with min 2, 6d siding nails ART1701 P3/8 07/18 Artisan Accent Trim 22.5º - 45º weather cut Artisan Accent Trim 1-1/2 in top view using Artisan Accent Trim front facing trim board (see note above) 3 1/2 in Min 1/2 in 16 in OC max HardieTrim Flat Tab 1-1/2 in 3-1/2 in JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim TRIMMING CORNERS When using HardieTrim tabs prebuild outside corners off the wall: • Attach HardieTrim Corner Tabs to the back side of the trim using eight (8) - 18 ga. 1/2 in L x 1/4 in W narrow crown corrosion resistant staples using a pneumatic stapler. Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards. (Figure 24) • For wood frame construction, attach the trim to the building with 6d siding nails fastened through the Corner Tabs. ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 25) • Attach a HardieTrim Corner Tab 1 in from each end and every 20 in o.c. • TIP: Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 27) Figure 24 Use 4 staples per Figure 25 Figure 26 Figure 27 For Jig: Fasten 2 in x 4 in HardieTrim™ Corner Tab piece of trim to fasten the Corner studs 22.5º - 45º Corner Tabs timber blocks to a work bench Figure 28 L-shaped tab to the pre-built corner. Use the nail line on the tabs as a guide. Siding nail Corner Tab weather cut x 8 in stud blocks corner studs Artisan Accent Trim boards can also be installed directly to the building (fig. 31) around corners using 2-1/2 in long minimum 16 ga. galvanized finishing nails every 16 in o.c. 2-1/2 in Finish nail TRIM APPLICATION FOR WINDOWS, DOORS & OTHER OPENINGS* Trim the opening prior to the installation of the siding (Figure 29). Place a Flat Tab at the end of each trim board and one tab every 16 in OC. Figure 31 Flashing needs to be Water-resistive Barrier 1/4 in gap Do not caulk Attach the trim boards and Flat Tabs around the opening as shown in Figures 29 and 30. Figure 30 tucked under the water resistive barrier and over the Flat Tabs. between the siding and the flashing. Figure 29 Side trim pieces go to the top of the window. Bottom trim piece is the width of the window. Header piece spans the window including the side trim pieces. 1/8 in caulked gap is left between siding and the side trim pieces. *Follow your window/door manufacturers installation instructions for caulking guidance between window/door trim. ART1701 P4/8 07/18 Artisan Fasten 2 in Accent Trim to the timber JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim BAND BOARD A flashing is required over the trim and HardieTrim Flat Tabs. (Figure 34) Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Place a HardieTrim Flat Tab at the end of each trim board and one tab every stud at a maximum of 16 in o.c. The HardieTrim Flat Tabs should be attached to the trim in an alternating pattern to the top and bottom of the band board (Figure 32 & 33). Use 16 ga. galvanized 2 in long finish nails to ensure proper fastening if needed. Figure 32 Figure 33 HardieTrim Flat Tabs 16 in o.c. max Fasten 4 staples to the center of the nailing ridge Figure 34 Sheathing Blocking Weather- resistive barrier Artisan Lap Siding 1/4 in gap. Do not caulk. Flashing Figure 35 FLUSH Flat and Corner Tabs Do not under drive nails. Only use staples to fasten Flat and Corner Tabs to the trim boards. Flat and Corner Tabs Siding nail attaches tab to the wall. HARDIETRIM TAB FASTENER TABLE Flat Tabs Caulk Artisan Accent Trim Board APPLICATION FRAMING MATERIAL TAB IS NAILED INTO FASTENER (TAB TO FRAMING) FASTENER (TAB TO ARTISAN ACCENT TRIM) MAX TAB SPACING (INCHES ON CENTER) FLAT TAB Wood Stud (minimum G=0.42) One 6d corrosion resistant siding nail installed through center of flange into framing Four 18 ga. X 1/2 in long X 1/4 in wide corrosion resistant crown staples, equally spaced in one row 16 Minimum APA rated 7/16 in OSB Two 4d ring shank corrosion resistant siding nails equally spaced installed through flange into framing Minimum 20 gauge steel One No. 8 X 1 in long X 0.323 in head diameter screw (corrosion resistant) installed through flange into framing CORNER TAB Wood Stud (minimum G=0.42) On each flange, Install one 6d corrosion resistant siding nail through flange into framing For each piece of trim, install Four 18 ga. X 1/2 in long X 1/4 in wide corrosion resistant crown staples, equally space in two rows 20 Minimum APA rated 7/16 in OSB On each flange, Install two 4d ring shank corrosion resistant siding nails through flange into framing Minimum 20 gauge steel On each flange, Install one No. 8 X 1 in long X 0.323 in head diameter screw (corrosion resistant) through flange into framing Wind-Borne Debris Region: Additional fasteners may be necessary when installing tabs in a Wind-Borne Debris Region, please call Technical Services 800-942-7343 with any questions. ART1701 P5/8 07/18 HardieTrim Flat Tabs 16 in o.c. max JOINT PLACEMENT JOINT TREATMENT Artisan® Lap Siding and Trim ARTISAN® LAP & BEADED LAP SIDING JOINT PLACEMENT Artisan Lap and Beaded Lap siding butt joints are designed to be installed off stud. Butt joints must not fall within 4 inches of a stud (fig. 38). Do not nail within 2 in. of the end of planks. JOINT TREATMENT Install factory finished tongue and groove edges together at butt joints using Joint Flashing (fig 36). STARTER STRIP Install a 1-1/2 in starter strip to ensure a consistent plank angle (fig 5). FASTENER REQUIREMENTS Figure 37 Figure 38 Figure 36 * As required by local building code 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 preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2018 IRC R317.3 or 2018 IBC 2304.10.5. 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 • 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). (fig. A) • Do not over-drive nail heads or drive nails at an angle. • If nail is countersunk, fill nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • NOTE: Whenever a structural member is present, Artisan lap 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. • Do not use aluminum fasteners, staples, or clipped head nails. Countersink, Fill & Add Nail drives the nail. (Drive under driven nails snug with a smooth faced hammer - snug flush DO NOT DO NOT Does not apply for installation to steel framing). Figure A Figure B under drive nails staple ART1701 P6/8 07/18 water-resistive barrier • Do not nail within 2 in of tongue and groove at end of planks. • Use the nailing line provided on the board for proper nail placement. blind nail 1 1/4 in min. overlap Butt joints must not fall within 4 inches of a stud. DO NOT USE NAIL LINE AS LAP LINE water-resistive barrier stud nailing line 24 in O.C. max. PROPER NAIL PLACEMENT DO NOT USE NAIL LINE AS LAP LINE water-resistive barrier Wood Framing •Siding nail (0.09 inshank x 0.221 in HD x 2 1/4 in long) Steel Framing •Ribbed Bugle Head screw (No.8-18 x 0.323 in HD x 1 5/8 in long) min. 1 1/4 in overlap BLIND NAILING (required) joint flashing* Artisan lap siding WARNING Artisan® Lap Siding and Trim CAULKING & PAINTING 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. DO NOT use stain or oil/alkyd base paints 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 manufacturer’s specifications. Back-rolling is recommended if the paint is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. 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 a new piece of 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 party touch-up or paints used as touch-up on James Hardie ColorPlus products. PAINTING SIDING AND TRIM WITH COLORPLUS® 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. • Repriming is normally not necessary. • 100% acrylic topcoats are recommended. • DO NOT use stain or oil/alkyd based paints 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. CARE & MAINTENANCE Recommended maintenance includes, but is not limited to: • Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* • Re-applying of exterior finishes.* • Maintaining the exterior envelope and connections including joints, penetrations, flashings, and sealants (caulking) that may provide a means of moisture entry beyond the exterior cladding. • Cleaning out gutters, blocked pipes, and overflows as required. • Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. • Ensuring required external ground clearances and drainage slopes are maintained. * Refer to your paint manufacturer for washing and recoating recommendations. ART1701 P7/8 07/18 Artisan® Lap Siding and Trim WARNING High pressure water blast and sand blasting may damage the surface of the fiber cement product. Low pressure water spray, a soft medium bristle (nonmetal) brush is most suitable for cleaning fiber cement products. Acid washing can damage the fiber cement surface and is not recommended. Note: If using a pressure washer, care must be taken to ensure that the water stream does not damage the surface of the siding. Damage to siding arising from improper cleaning or maintenance may not be covered by the James Hardie warranty. Using wide fan tips that are kept a minimum of 6 feet from the wall and at pressures under 1500 psi will minimize the chance of damaging the siding. COVERAGE CHART/ESTIMATING GUIDE This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. Note: Number of 12 ft planks, Includes 5% waste factor. WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2290, Artisan® lap is recognized as a suitable alternate 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, Artisan lap is also recognized for application in the following: State of Florida listing FL#10477, Dade County, Florida NOA No. 15-0122.03.02 and Texas Department of Insurance Product Evaluation EC-55. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. HardieTrim® boards may be installed as an equal alternative to conventional trim permitted for use in; 2006, 2009, 2012 & 2015 International Building Code, Section 1403.1, and the 2006, 2009, 2012 & 2015 International Residence Code for One - and Two - Family - Dwellings, Section R703.1. © 2018 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Product warranties, safety information and additional installation information are available at jameshardiepros.com ART1701 P8/8 07/18 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 and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn 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. SILICA WARNING Coverage Area Less Openings 1 SQ = (100sq. ft.) Lap Width Exposure 5 1/4 4 7 1/4 6 8 1/4 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 8385 White Oak Ave. Rancho Cucamonga, CA 91730 Phone: 626.409.8650 Project No.: 2001-14.4 Date: December 14, 2020 Rathisha Sabaratnam, Sr. R&D Technical Services Specialist James Hardie Building Products, Inc. 10901 Elm Ave. Fontana, CA 92337 Subject: NOA 20-0730.07 for Compliance with 2020 Florida Building Code (7th Edition) Dear Rathisha, At your request in reference to the Miami Dade Checklist requirements, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports, it is my professional opinion that the siding products listed in the attached NOA meet the requirements of the 2020 Florida Building Code. At your request, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports for the subject products listed in the above referenced NOA, it is my professional opinion that the siding products listed in the NOA meet the requirements of the 2020 Florida Building Code. Attached are the updated stamped product installation drawings. The following are referenced standards in the 2020 FBC: (1) Wood: AWC NDS-2018 & SDPWS-2015 (2) Structural Design: ASCE 7-16 (3) Concrete: ACI 318-14 (4) Masonry: TMS 402-2016 (5) Structural Steel: AISC 360-16 and 2017 AISC Steel Construction Manual (6) Cold-formed Steel: AISI 100-16 (7) Aluminum: AA ADM1-2015 In addition, I make the following Statement of Independence: (a) I, V. Andrew Tan, do not have nor intend to acquire or will acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. (b) CAE is not owned, operated or controlled by any company manufacturing or distributing products we evaluate or inspect. (c) CAE does not have, nor will it acquire financial interest in any company manufacturing or distributing products for which reports are being issued. (d) CAE does not have, or will it acquire a financial interest in any other entity involved in the approval process of the product. Please feel free to contact me for any questions, thank you again for your business. Respectfully submitted, CAE, Inc. V. Andrew Tan, P.E., exp. 2/28/21 Principal Engineer Attachments: (1) NOA 20-0730.07 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 1 of 9 EVALUATION SUBJECT Artisan® Lap Siding ASCE 7-10 (referenced in 2017 FBC) ASCE 7-16 (referenced in 2018 IBC and 2020 FBC) 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) 2015 and 2018 International Building Code® TEST RESULTS: 8.25 5.25 7.25 8.25 5.25 7.25 8.25 5.25 7.25 8.25 5.25 7.25 16 16 16 24 24 24 16 16 16 24 24 24 160 236 N/A 125 233 N/A 98.5 245 N/A 55.6 125 N/A 53.3 78.7 59.0 41.7 77.7 49.7 32.8 81.7 43.7 18.5 41.7 23.7 0.778 0.444 0.667 1.167 0.667 1.000 0.778 0.444 0.667 1.167 0.667 1.000 41.5 35.0 39.3 48.6 51.8 49.7 25.5 36.3 29.1 21.6 27.8 23.7 33.4 33.4 33.4 33.4 33.4 33.4 No Yes No No No No No Adjustment 75.2 No Adjustment No Adjustment No Adjustment No Adjustment 5. Adjusted Design Load is made if allowable fastener load as tested exceeds NDS withdrawal capacity for the fastener N/A N/A N/A Blind nail No. 8-18 x 0.323" HD x 1-5/8" 6d galv. siding nail, 0.092" X 0.225" X 2.0" NDS Allowable Fastener Withdrawal Capacity (from Table 1D below) Fastener Load (as tested) exceeds NDS Allowable Fastener Withdrawal Capacity (Yes/No) Adjusted Design Load5 (psf) 3097158COQ-009 Intertek 3097158COQ-009 Intertek 3097158COQ-009 Intertek 3097158COQ-009 Intertek Analysis Ultimate Load (psf) Effective Tributary Area (sqft) 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3.2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 4. For all cases with 7.25" Artisan planks, the design pressures were interpolated based on the results of 5.25" and 8.25" Artisan planks of similar fastening configurations. The following is an example calculation for blind screw on steel framing at 16" o.c. For 5.25" Artisan plank: Effective tributary area = ((plank width exposed to weather × fastener spacing) /144) = ((5.25-1.25) × 16) /144 = 0.444 sq.ft. Design load = ultimate failure load /FOS = 236 psf / 3 = 78.7 psf Fastener load = design load × tributary area = -78.7 × 0.444 = 35.0 pounds For 8.25" Artisan plank: Effective tributary area = ((8.25-1.25) × 16) /144 = 0.778 sq.ft. Design load = 160 psf / 3 = 53.3 psf Fastener load = 53.3 × 0.778 = -41.5 pounds For 7.25" Artisan plank: Fastener load is interpolated based on plank width = 35 + (41.5 - 35) × (7.2 5- 5.25) / (8.25 - 5.25) = 39.3 pounds Effective tributary area = ((7.25-1.25) × 16) /144 = 0.667 sq.ft. Design load = fastener load / effective tributary area = 39.3 / 0.667 = 59.0 psf The analysis in Tables 1B and 1C follow the same process. James Hardie Product Trade Names covered in this evaluation: Artisan® Lap Siding Frame Type Frame Spacing (in.) Fastener Type Fastening Method Report Number Test Agency Thickness (in.) Width (in.) EVALUATION SCOPE: EVALUATION PURPOSE: AnalysisAnalysisAnalysis 20-ga. (33 mil) steel studs, minimum Fy = 33 ksi 2X4 wood (minimum SG= 0.40) Blind screw REFERENCE REPORTS: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of Artisan® Lap Siding fastened to wood and light-gage steel framing with nails or screws. Table 1A. Test Results and Analysis of Transverse Load Testing for Report No. 3097158COQ-009 0.5625 Fastener Load , as tested (lb/fastener) Design Load (psf) 3. Artisan lap siding as tested in report 3097158COQ-009 was 9/16 inch thick, however the current thickness of the product is 5/8". The wind load resistance will not be affected if the fastener embedment length or withdrawal capacity is maintained. For screws, since the screw length in the test is long enough to penetrate the stud for at least three full threads, therefore no need to increase the fastener length. For all configurations with nails, the length in Table 7 is extended 0.25" to 2.25" inch long to accommodate the increase of product thickness. 1.Intertek Report 101547645COQ-005A,(ASTM C1186) Material property test on Artisan siding. 2. Intertek Report 3097158COQ-009 (ASTM E330)Transverse Load Test, 5.25" and 8.25" wide Artisan lapsiding installed on wood andsteel studs 3.Intertek Report MID314374 (ASTM E330)Transverse Load Test, 8.25" wide Artisan lapsiding installed on wood studs with blind and face nails 4. Intertek Report 3143474MID-02 (ASTM E330) Transverse Load Test, 5.25" wide Artisan lap siding installed on wood studs with blind and face nai 5.QAI Laboratories Report RJ4689-REV1 (ASTM E330)Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding installed on steel studs with ET&F shot pins Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 2 of 9 0.625 0.625 0.625 0.625 0.625 0.625 8.25 5.25 7.25 8.25 5.25 7.25 16 16 16 24 24 24 Blind nail Blind nail Blind nail Blind nail Blind nail Blind nail 134.1 243.6 N/A 118.4 189.8 N/A 44.7 81.2 52.8 39.5 63.3 44.8 0.778 0.444 0.667 1.167 0.667 1.000 34.8 36.1 35.2 46.0 42.2 44.8 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3.2. Artisan Lap Siding complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 3. Adjusted Design Load is made if allowable fastener load as tested exceeds NDS withdrawal capacity for the fastener Penetration into Wood, P (in.) Wood Specific Gravity, G Nail Shank Dia., D (in.) 1.625 0.40 0.092 1.75 0.42 0.113 1.875 0.42 0.092 1.25 0.42 0.0625 1. Withdrawal values calculated per NDS Eq. 12.2-3 for smooth shank nails: W' = Cd x 1380 x G2.5 x D x P where Cd = 1.6 2. Withdrawal values calculated per NDS Eq. 12.2-3 for deformed shank nails: W' = Cd x 1800 x G2 x D x P where Cd = 1.6 DESIGN WIND LOAD PROCEDURES: Equation 1,qz=0.00256*Kz*Kzt*Kd*V2 {ref. ASCE 7-10 Eq. 30.3-1} qz=0.00256*Kz*Kzt*Kd*KeV2 {ref. ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor, permitted to take Ke = 1.0V ASCE 7-10 Figures 26.5-1A, B, or CASCE 7-16 Figures 26.5-1A, B, or 26.5-2A, B,C or D 2018 IBC Figures 1609.3(1) - 1609.3(8) 20 ga. (33 mil, min. Fy = 33 ksi) steel studs No No Adjustment 63.3 No No Adjustment 3. Since the siding in Table 1C above uses one blind and one face finish nail next to each other according to the installation instructions per fastener tributary area, their calculated withdrawal capacities are added. Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375" Face: 16 ga. finish nail 0.0625" x 2.5" Blind: 8d siding nail 0.092" X 0.225" X 2.5 Face: 16 ga. finish nail 0.0625" x 2.5" 2X4 wood SPF IntertekIntertek QAI QAIRJ4689-1 RJ4689-1 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long Analysis 0.625 Calculated Reference Design Withdrawal Value, W' (lb.)1,2 8d ring shank nail, 0.113" x 0.260 HD x 2.375" 8d siding nail, 0.092" x 0.225" HD x 2.5" 16-ga. finish nails, 0.0625" x 2.5" , basic wind speed (3-second gust MPH) as determined from: 100.5 120.2 120.2 63.3 No Adjustment No No Adjustment NDS Allowable Fastener Withdrawal Capacity (from Table 1D below)120.2 63.3 Fiber-cement siding transverse load capacity (wind load capacity) is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90, Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding (approved October 2018). The allowable/design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. 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, 26.5-1B, 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. 33.4 63.3 6d galv. siding nail, 0.092" x 0.225 HD x 2.25" 8d ring shank nail (0.113" x 0.260 HD x 2.375") & 16-ga. finish nail3 8d siding nail (0.092" x 0.225 HD x 2.5") & 16-ga. finish nail3 Analysis Analysis 43.5 19.7 120.2 Table 1D. Fastener Withdrawal Capacity into Wood (based in NDS-2018) 300 Design Load (psf)80.0 46.7100.0 100.0 N/A 84.4 Fastener Load , as tested (lb/fastener)62.2 36.344.4 No No Adjustment No No Adjustment No Fastener Type 0.444 Fastener Load (as tested) exceeds NDS Allowable Fastener Withdrawal Capacity (Yes/No) Adjusted Design Load3 (psf) Table 1B. Test Results and Analysis of Transverse Load Testing for Report RJ4689-1 Table 1C. Results of Transverse Load Testing for Test Reports MID314374 and 314374MID-02 Analysis N/A 58.5 0.667 39.0 7.25 16 face + blind nail 44.456.3 Effective Tributary Area (sqft)0.778 0.778 Ultimate Load (psf)240 Frame Spacing (in.)16 1616 0.667 140300 0.444 face + blind nailface + blind nail Frame Type 0.6250.625 0.625 Width (in.)8.25 8.255.25 5.25 0.625 7.25 Report Number 3143474MID-02 3143474MID-02 Fastening Method Fastener Type Fastening Method 2X4 wood SPF 1616 face + blind nail face + blind nail Test Agency Thickness (in.)0.625 Width (in.) Fastener Type Report NumberTest Agency Thickness (in.) Frame Type Frame Spacing (in.) MID3143474 MID3143474 Ultimate Load (psf) Design Load (psf) Effective Tributary Area (sqft) Fastener Load , as tested (lb/fastener) face + blind nail Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 3 of 9 Equation 2, V=Vult Vult , ultimate design wind speeds (3-second gust MPH) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3); 2020 FBC Figures 1690.3(1) - 1609.3(4) Equation 3,p=qh*(GCp-GCpi)h <= 60 ft {ref. ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ref. ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, substitute qh into Equation 3, Equation 4,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){ref. 2015 and 2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi){ref. 2017 and 2020 FBC} Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Equation 5,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7} D , dead load W , wind load (load due to wind pressure) To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6,pasd = 0.6*[p] Equation 7,pasd = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] Equation 7 is used to populate Table 4, 5, and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for Vult, Equation 8, Vult = (pasd/0.6*0.00256*Kz*Kzt*Kd*(GCp-GCpi))0.5 Equation 9,Vasd = Vult * (0.6)0.5 {ref. 2017 and 2020 FBC Eq. 16-33} Vasd = V * (0.6)0.5 {ref. 2015/2018 IBC Eq. 16-33} Vasd , Nominal design wind speed (3-second gust, mph) V , Basic design wind speed (3-second gust, mph) Wall Zone 5 Height (ft) Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18200.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18300.70 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 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 -24.4 -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 -63.730-14.4 -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 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 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 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.755-17.1 -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 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Applicable to methods specified in Exceptions 1 through 3 of [2015 IBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the conversion formula below, Kz Table 2 - Coefficients and Constants used in Determining V and p, 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. Wind Exposure Category B Table 3 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category B Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1 Date: December 8, 2020 Page 4 of 9 Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210Height (ft) 0-15 -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 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -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 -89.235-20.8 -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 -49.4 -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 -101.060-23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Wind Speed (3- second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -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 -80.4 -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 -105.535-24.5 -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 -64.4 -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 -34.6 -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 -68.1 -76.9 -86.2 -96.1 -106.4 -117.460-27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -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 Calculation Example: Wind Exposure Category C Wind Exposure Category D Table 4 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category C Table 5 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category D The following is an example of the wind speed calculation for Table 3: Pasd= -53.3 psf; Kz= 0.7 (Exp B); Kzt= 1; Kd = 0.85; GCp = -1.4; GCpi= 0.18 Use Equation 6: 𝑉=𝑉#$%=𝑃’() 0.6×0.00256×𝐾1×𝐾1%×𝐾)× 𝐺𝐶4−𝐺𝐶46 =−53.3 0.6×0.00256×0.7×1×0.85× −1.4 −0.18 =192 𝑚𝑝ℎ Use Equation 7: 𝑉’()=𝑉× 0.6=192× 0.6=149 𝑚𝑝ℎ Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 5 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 192 174 158 149 135 123 -53.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220192169155149131120-53.3 0.7 0.9 1.08 1 0.85 -1.4 0.225192166152149128118-53.3 0.7 0.94 1.12 1 0.85 -1.4 0.230192162149149126116-53.3 0.7 0.98 1.16 1 0.85 -1.4 0.235188160147146124114-53.3 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 184 158 146 143 122 113 -53.3 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 181 156 144 141 121 112 -53.3 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 179 154 143 138 119 111 -53.3 0.81 1.09 1.27 1 0.85 -1.4 0.255176153142137118110-53.3 0.83 1.11 1.29 1 0.85 -1.4 0.260174151140135117109-53.3 0.85 1.13 1.31 1 0.85 -1.4 0.21001441281201129993-53.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 202 183 167 157 142 129 -59.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 202 178 163 157 138 126 -59.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 202 174 160 157 135 124 -59.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 202 171 157 157 132 122 -59.0 0.7 0.98 1.16 1 0.85 -1.4 0.235198168155153130120-59.0 0.73 1.01 1.19 1 0.85 -1.4 0.240194166153150128119-59.0 0.76 1.04 1.22 1 0.85 -1.4 0.245191164152148127117-59.0 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 188 162 150 146 125 116 -59.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 186 160 149 144 124 115 -59.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 183 159 148 142 123 114 -59.0 0.85 1.13 1.31 1 0.85 -1.4 0.210015213512611810498-59.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220233206188181159146-78.7 0.7 0.9 1.08 1 0.85 -1.4 0.225233201185181156143-78.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 224 191 177 174 148 137 -78.7 0.76 1.04 1.22 1 0.85 -1.4 0.245220189175171147136-78.7 0.79 1.07 1.25 1 0.85 -1.4 0.250217187173168145134-78.7 0.81 1.09 1.27 1 0.85 -1.4 0.255214185172166144133-78.7 0.83 1.11 1.29 1 0.85 -1.4 0.260212184171164142132-78.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 175 155 146 136 120 113 -78.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 170 154 140 132 119 108 -41.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 170 150 137 132 116 106 -41.7 0.7 0.9 1.08 1 0.85 -1.4 0.225170147134132114104-41.7 0.7 0.94 1.12 1 0.85 -1.4 0.230170144132132111102-41.7 0.7 0.98 1.16 1 0.85 -1.4 0.235166141130129110101-41.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 163 139 129 126 108 100 -41.7 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 160 138 127 124 107 99 -41.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 158 136 126 122 105 98 -41.7 0.81 1.09 1.27 1 0.85 -1.4 0.25515613512512110497-41.7 0.83 1.11 1.29 1 0.85 -1.4 0.26015413412411910496-41.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100128113-99 88 --41.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 185 168 153 144 130 118 -49.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 185 164 149 144 127 116 -49.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 185 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 185 157 144 144 121 112 -49.7 0.7 0.98 1.16 1 0.85 -1.4 0.235182154142141120110-49.7 0.73 1.01 1.19 1 0.85 -1.4 0.240178152140138118109-49.7 0.76 1.04 1.22 1 0.85 -1.4 0.245175150139136116108-49.7 0.79 1.07 1.25 1 0.85 -1.4 0.250172149138134115107-49.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 170 147 137 132 114 106 -49.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 139 123 116 108 96 90 -49.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 232 210 191 180 163 148 -77.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220232205187180158145-77.7 0.7 0.9 1.08 1 0.85 -1.4 0.225232200183180155142-77.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 232 196 180 180 152 140 -77.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 227 193 178 176 150 138 -77.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 223 190 176 172 147 136 -77.7 0.76 1.04 1.22 1 0.85 -1.4 0.245219188174170146135-77.7 0.79 1.07 1.25 1 0.85 -1.4 0.250216186172167144133-77.7 0.81 1.09 1.27 1 0.85 -1.4 0.255213184171165143132-77.7 0.83 1.11 1.29 1 0.85 -1.4 0.260210183170163141131-77.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 174 154 145 135 120 112 -77.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 5/8 7.25 Artisan® Lap Siding 5/8 8.25 TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 5.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Kz 24 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 24 Coefficients used for calculations6 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Artisan® Lap Siding 5/8 20ga. Steel(33mil, fy = 33 ksi) No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) Artisan® Lap Siding 5/8 7.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 16 Artisan® Lap Siding 5/8 5.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33 mil, fy = 33 ksi) 24 16 Artisan® Lap Siding Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 6 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 151 137 124 117 106 96 -32.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.22015113312111710394-32.8 0.7 0.9 1.08 1 0.85 -1.4 0.22515113011911710192-32.8 0.7 0.94 1.12 1 0.85 -1.4 0.2301511271171179991-32.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 148 126 116 114 97 90 -32.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 145 124 114 112 96 88 -32.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 142 122 113 110 95 88 -32.8 0.79 1.07 1.25 1 0.85 -1.4 0.2501401211121099487-32.8 0.81 1.09 1.27 1 0.85 -1.4 0.2551381201111079386-32.8 0.83 1.11 1.29 1 0.85 -1.4 0.2601371191101069285-32.8 0.85 1.13 1.31 1 0.85 -1.4 0.2100113--88 ---32.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 174 158 143 135 122 111 -43.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 174 153 140 135 119 108 -43.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 174 150 138 135 116 107 -43.7 0.7 0.94 1.12 1 0.85 -1.4 0.230174147135135114105-43.7 0.7 0.98 1.16 1 0.85 -1.4 0.235170145133132112103-43.7 0.73 1.01 1.19 1 0.85 -1.4 0.240167143132129111102-43.7 0.76 1.04 1.22 1 0.85 -1.4 0.245164141130127109101-43.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 162 139 129 125 108 100 -43.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 160 138 128 124 107 99 -43.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 158 137 127 122 106 98 -43.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100131116-101 90 --43.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 228 207 188 177 160 146 -75.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220228201184177156142-75.2 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 228 197 180 177 152 140 -75.2 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 228 193 177 177 149 137 -75.2 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 223 190 175 173 147 136 -75.2 0.73 1.01 1.19 1 0.85 -1.4 0.240219187173170145134-75.2 0.76 1.04 1.22 1 0.85 -1.4 0.245215185171167143133-75.2 0.79 1.07 1.25 1 0.85 -1.4 0.250212183169164142131-75.2 0.81 1.09 1.27 1 0.85 -1.4 0.255210181168162140130-75.2 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 207 180 167 160 139 129 -75.2 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 171 152 143 133 118 110 -75.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 113 --88 ---18.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220113--88 ---18.5 0.7 0.9 1.08 1 0.85 -1.4 0.225113--88 ---18.5 0.7 0.94 1.12 1 0.85 -1.4 0.230113--88 ---18.5 0.7 0.98 1.16 1 0.85 -1.4 0.235111--86 ---18.5 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 -------18.5 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 -------18.5 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 -------18.5 0.81 1.09 1.27 1 0.85 -1.4 0.255-------18.5 0.83 1.11 1.29 1 0.85 -1.4 0.260-------18.5 0.85 1.13 1.31 1 0.85 -1.4 0.2100-------18.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 128 116 -99 90 --23.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 128 113 -99 87 --23.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 128 110 -99 86 --23.7 0.7 0.94 1.12 1 0.85 -1.4 0.230128--99 ---23.7 0.7 0.98 1.16 1 0.85 -1.4 0.235125--97 ---23.7 0.73 1.01 1.19 1 0.85 -1.4 0.240123--95 ---23.7 0.76 1.04 1.22 1 0.85 -1.4 0.245121--94 ---23.7 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 119 --92 ---23.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 118 --91 ---23.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 116 --90 ---23.7 0.85 1.13 1.31 1 0.85 -1.4 0.2100-------23.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 170 154 140 132 119 108 -41.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220170150137132116106-41.7 0.7 0.9 1.08 1 0.85 -1.4 0.225170147134132114104-41.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 170 144 132 132 111 102 -41.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 166 141 130 129 110 101 -41.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 163 139 129 126 108 100 -41.7 0.76 1.04 1.22 1 0.85 -1.4 0.24516013812712410799-41.7 0.79 1.07 1.25 1 0.85 -1.4 0.25015813612612210598-41.7 0.81 1.09 1.27 1 0.85 -1.4 0.25515613512512110497-41.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 154 134 124 119 104 96 -41.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 128 113 -99 88 --41.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 7.25 5/8 8.25Artisan® Lap Siding 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail 2X4 Wood, s.g.≥ 0.40 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail 2X4 Wood, s.g.≥ 0.40 Blind nail 16 Artisan® Lap Siding 5/8 24 2X4 Wood, s.g.≥ 0.40 24 2X4 Wood, s.g.≥ 0.40 Blind nail 7.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail Artisan® Lap Siding 5/8 5.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail Artisan® Lap Siding 5/8 Artisan® Lap Siding 5/8 5.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail 16 Artisan® Lap Siding 5/8 8.25 0.092" shank X 0.225" HD X 2.25" long galv. Siding nail Blind nail 2X4 Wood, s.g.≥ 0.40 16 2X4 Wood, s.g.≥ 0.40 24 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 7 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 176 160 145 136 124 112 -44.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 176 155 142 136 120 110 -44.7 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 176 152 139 136 118 108 -44.7 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 176 149 137 136 115 106 -44.7 0.7 0.98 1.16 1 0.85 -1.4 0.235172146135133113105-44.7 0.73 1.01 1.19 1 0.85 -1.4 0.240169144133131112103-44.7 0.76 1.04 1.22 1 0.85 -1.4 0.245166143132129110102-44.7 0.79 1.07 1.25 1 0.85 -1.4 0.250164141131127109101-44.7 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 162 140 130 125 108 100 -44.7 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 160 138 129 124 107 100 -44.7 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 132 117 -102 91 --44.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 191 174 158 148 134 122 -52.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220191169154148131119-52.8 0.7 0.9 1.08 1 0.85 -1.4 0.225191165151148128117-52.8 0.7 0.94 1.12 1 0.85 -1.4 0.230191162149148125115-52.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 187 159 147 145 123 114 -52.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 184 157 145 142 122 112 -52.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 181 155 143 140 120 111 -52.8 0.79 1.07 1.25 1 0.85 -1.4 0.250178153142138119110-52.8 0.81 1.09 1.27 1 0.85 -1.4 0.255176152141136118109-52.8 0.83 1.11 1.29 1 0.85 -1.4 0.260174151140134117108-52.8 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 144 127 120 111 99 93 -52.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 237 215 195 184 167 151 -81.2 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 237 209 191 184 162 148 -81.2 0.7 0.9 1.08 1 0.85 -1.4 0.225237205187184159145-81.2 0.7 0.94 1.12 1 0.85 -1.4 0.230237200184184155143-81.2 0.7 0.98 1.16 1 0.85 -1.4 0.235232197182180153141-81.2 0.73 1.01 1.19 1 0.85 -1.4 0.240228195180176151139-81.2 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 224 192 178 173 149 138 -81.2 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 220 190 176 171 147 136 -81.2 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 218 188 175 169 146 135 -81.2 0.83 1.11 1.29 1 0.85 -1.4 0.260215187173167145134-81.2 0.85 1.13 1.31 1 0.85 -1.4 0.2100178158148138122115-81.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 165 150 136 128 116 106 -39.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220165146133128113103-39.5 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 165 143 131 128 111 101 -39.5 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 165 140 128 128 108 99 -39.5 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 162 138 127 125 107 98 -39.5 0.73 1.01 1.19 1 0.85 -1.4 0.24015913612512310597-39.5 0.76 1.04 1.22 1 0.85 -1.4 0.24515613412412110496-39.5 0.79 1.07 1.25 1 0.85 -1.4 0.25015413212311910395-39.5 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 152 131 122 118 102 94 -39.5 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 150 130 121 116 101 94 -39.5 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 124 110 -96 85 --39.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 176 160 145 136 124 112 -44.8 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220176155142136120110-44.8 0.7 0.9 1.08 1 0.85 -1.4 0.225176152139136118108-44.8 0.7 0.94 1.12 1 0.85 -1.4 0.230176149137136115106-44.8 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 172 147 135 134 114 105 -44.8 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 169 144 133 131 112 103 -44.8 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 166 143 132 129 111 102 -44.8 0.79 1.07 1.25 1 0.85 -1.4 0.250164141131127109101-44.8 0.81 1.09 1.27 1 0.85 -1.4 0.255162140130125108100-44.8 0.83 1.11 1.29 1 0.85 -1.4 0.260160139129124107100-44.8 0.85 1.13 1.31 1 0.85 -1.4 0.21001321171101029185-44.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 209 190 173 162 147 134 -63.3 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 209 185 169 162 143 131 -63.3 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 209 181 165 162 140 128 -63.3 0.7 0.94 1.12 1 0.85 -1.4 0.230209177163162137126-63.3 0.7 0.98 1.16 1 0.85 -1.4 0.235205174161159135124-63.3 0.73 1.01 1.19 1 0.85 -1.4 0.240201172159156133123-63.3 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 198 170 157 153 131 122 -63.3 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 195 168 155 151 130 120 -63.3 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 192 166 154 149 129 119 -63.3 0.83 1.11 1.29 1 0.85 -1.4 0.260190165153147128119-63.3 0.85 1.13 1.31 1 0.85 -1.4 0.2100157139131122108101-63.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 Blind nail 20ga. Steel (33mil, fy = 33 ksi) 16 20ga. Steel (33mil, fy = 33 ksi) 8.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Blind nail 20ga. Steel (33mil, fy = 33 ksi) Artisan® Lap Siding 5/8 7.25 Blind nail Artisan® Lap Siding 5/8 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Artisan® Lap Siding 5/8 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 Artisan® Lap Siding 5/8 7.25 Blind nail 24 20ga. Steel (33mil, fy = 33 ksi) 5.25 Blind nail 20ga. Steel (33mil, fy = 33 ksi) 24 16 20ga. Steel (33mil, fy = 33 ksi) 24 Artisan® Lap Siding 5/8 8.25 Blind nail Artisan® Lap Siding 5/8 5.25 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 ET&F 0.100” knurled shank diameter x 0.313” HD x 1.5” long 2 16 Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 8 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 235 214 194 182 165 150 -80.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220235208189182161147-80.0 0.7 0.9 1.08 1 0.85 -1.4 0.225235203186182157144-80.0 0.7 0.94 1.12 1 0.85 -1.4 0.230235199183182154142-80.0 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 230 196 181 179 152 140 -80.0 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 226 193 178 175 150 138 -80.0 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 222 191 176 172 148 137 -80.0 0.79 1.07 1.25 1 0.85 -1.4 0.250219189175169146135-80.0 0.81 1.09 1.27 1 0.85 -1.4 0.255216187173167145134-80.0 0.83 1.11 1.29 1 0.85 -1.4 0.260214185172165143133-80.0 0.85 1.13 1.31 1 0.85 -1.4 0.2100177157147137121114-80.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 242 219 199 187 170 154 -84.4 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220242213195187165151-84.4 0.7 0.9 1.08 1 0.85 -1.4 0.225242209191187162148-84.4 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 242 204 188 187 158 146 -84.4 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 237 201 185 183 156 144 -84.4 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 232 198 183 180 154 142 -84.4 0.76 1.04 1.22 1 0.85 -1.4 0.245228196181177152140-84.4 0.79 1.07 1.25 1 0.85 -1.4 0.250225194180174150139-84.4 0.81 1.09 1.27 1 0.85 -1.4 0.255222192178172149138-84.4 0.83 1.11 1.29 1 0.85 -1.4 0.260219190177170147137-84.4 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 182 161 151 141 125 117 -84.4 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 263 239 217 204 185 168 -100.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220263232212204180164-100.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 263 227 208 204 176 161 -100.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 263 222 204 204 172 158 -100.0 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 258 219 202 200 170 156 -100.0 0.73 1.01 1.19 1 0.85 -1.4 0.240253216199196167154-100.0 0.76 1.04 1.22 1 0.85 -1.4 0.245249213197192165153-100.0 0.79 1.07 1.25 1 0.85 -1.4 0.250245211195189163151-100.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 242 209 194 187 162 150 -100.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 239 207 192 185 160 149 -100.0 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 198 175 164 153 136 127 -100.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 180 163 148 139 126 115 -46.7 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.220180159145139123112-46.7 0.7 0.9 1.08 1 0.85 -1.4 0.225180155142139120110-46.7 0.7 0.94 1.12 1 0.85 -1.4 0.230180152140139118108-46.7 0.7 0.98 1.16 1 0.85 -1.4 0.2 35 176 150 138 136 116 107 -46.7 0.73 1.01 1.19 1 0.85 -1.4 0.2 40 173 147 136 134 114 105 -46.7 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 170 146 135 131 113 104 -46.7 0.79 1.07 1.25 1 0.85 -1.4 0.250167144133129112103-46.7 0.81 1.09 1.27 1 0.85 -1.4 0.255165143132128111103-46.7 0.83 1.11 1.29 1 0.85 -1.4 0.260163141131126110102-46.7 0.85 1.13 1.31 1 0.85 -1.4 0.21001351201121059387-46.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 0-15 201 183 166 156 142 129 -58.5 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 201 178 162 156 138 126 -58.5 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 201 174 159 156 135 123 -58.5 0.7 0.94 1.12 1 0.85 -1.4 0.230201170156156132121-58.5 0.7 0.98 1.16 1 0.85 -1.4 0.235197168154153130120-58.5 0.73 1.01 1.19 1 0.85 -1.4 0.240193165152150128118-58.5 0.76 1.04 1.22 1 0.85 -1.4 0.2 45 190 163 151 147 126 117 -58.5 0.79 1.07 1.25 1 0.85 -1.4 0.2 50 187 161 149 145 125 116 -58.5 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 185 160 148 143 124 115 -58.5 0.83 1.11 1.29 1 0.85 -1.4 0.260183158147142123114-58.5 0.85 1.13 1.31 1 0.85 -1.4 0.210015113412611710497-58.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 8.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF 16 2X4 Wood SPF 16 Artisan® Lap Siding Artisan® Lap Siding 5/8 16Artisan® Lap Siding 5/8 8.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF Artisan® Lap Siding 5/8 7.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF 16 5/8 Artisan® Lap Siding 5/8 5.25 Blind: 8d ring shank box nail 0.113" X 0.260" X 2.375" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 167.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5" Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2X4 Wood SPF Client: James Hardie Building Products, Inc. CAE Report No.: 2001-10.1.1Date: December 8, 2020Page 9 of 9 Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height3 (feet) B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi TABLE 6 - MAXIMUM WIND SPEED (mph) FOR ARTISAN LAP SIDINGS1 Kz Coefficients used for calculations6 Design Load (PSF) 2015 IBC, 2017/2020 FBC (Ultimate Design Wind, Speed, Vult5,6), 2018 IBC (Basic Design Wind Speed, V6,8) 2017 FBC/ 2020 FBC AND 2015/ 2018 IBC (Nominal Design Wind, Speed, Vasd4,7,9) Wind exposure category Applicable to methods specified in Exceptions 1 through 3 of Section 1609.1.1 of 2017 FBC, 2020 FBC, 2015 IBC and 2018 IBC Applicable to methods specified in Section 1609.1.1. of 2017/2020 FBC or 2015/2018 IBC, as applicable Wind exposure category 16Artisan® Lap Siding 5/8 8.25 No. 8-18 screw x 0.323" head diameter x 1- 5/8" long 2 Blind screw 20ga. Steel(33mil, fy = 33 ksi) 0-15 263 239 217 204 185 168 -100.0 0.7 0.85 1.03 h≤60 1 0.85 -1.4 0.2 20 263 232 212 204 180 164 -100.0 0.7 0.9 1.08 1 0.85 -1.4 0.2 25 263 227 208 204 176 161 -100.0 0.7 0.94 1.12 1 0.85 -1.4 0.2 30 263 222 204 204 172 158 -100.0 0.7 0.98 1.16 1 0.85 -1.4 0.235258219202200170156-100.0 0.73 1.01 1.19 1 0.85 -1.4 0.240253216199196167154-100.0 0.76 1.04 1.22 1 0.85 -1.4 0.245249213197192165153-100.0 0.79 1.07 1.25 1 0.85 -1.4 0.250245211195189163151-100.0 0.81 1.09 1.27 1 0.85 -1.4 0.2 55 242 209 194 187 162 150 -100.0 0.83 1.11 1.29 1 0.85 -1.4 0.2 60 239 207 192 185 160 149 -100.0 0.85 1.13 1.31 1 0.85 -1.4 0.2 100 198 175 164 153 136 127 -100.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.2 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 8. V = basic design wind speed 9. 2018 IBC Section 1609.3.1 Eq. 16-33, Vasd = V(0.6)0.5 LIMITATIONS OF USE: In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 1. Installation must be in accordance with siding manufacturer's instructions. 5. Vult = ultimate design wind speed 7. 2017 and 2020 FBC Section 1609.3.1 Eq. 16-33, Vasd = Vult(0.6)0.5 Artisan® Lap Siding 5/8 5.25 Blind: 8d siding nail 0.092" X 0.225" X 2.5"Face: 16 ga. finish nail 0.0625" x 2.5" Blind + face nail 2. Screws shall penetrate the metal framing at least three full threads. Knurled shank pins must penetrate steel framing at least 1/4 inch. 4. Vasd = nominal design wind speed 2X4 Wood SPF 16 Client: James Hardie Building Products, Inc.Engineering Report No.: 2001-10.1.2 Date: December 7, 2020 Page 1 of 6 EVALUATION SCOPE: ASCE 7-10 (referenced in 2017 FBC)ASCE 7-16 (referenced in 2018 IBC and 2020 FBC)2015 and 2018 International Building Code® 2017 Florida Building Code (6th Edition) and 2020 Florida Building Code (7th Edition) EVALUATION PURPOSE: REFERENCE REPORTS: TEST RESULTS: Product Report Number Test Agency Thickness (in.)Width (in.)Frame Type Frame Spacing (in.) Weather Exposure (in.) Ultimate Load (PSF) Allowable Design Load 1 (PSF) Effective Area Tributary (sq.ft.) Tested Fastener Load (lbs) Artisan Lap Siding 2 3097158COQ- 009 3 Intertek 0.563 8.25 2x4 20 ga. steel 16 7 -160 -53.3 0.778 -41.5 Artisan Lap Siding 2 3097158COQ- 009 3 Intertek 0.563 5.25 2x4 20 ga. steel 16 4 -236 -78.7 0.444 -35.0 Artisan Lap Siding 2 3097158COQ- 009 3 Intertek 0.563 8.25 2x4 20 ga. steel 24 7 -125 -41.7 1.167 -48.6 Artisan Lap Siding 2 3097158COQ- 009 3 Intertek 0.563 5.25 2x4 20 ga. steel 24 4 -233 -77.7 0.667 -51.8 Artisan Bevel Channel Siding 2 G7085.01-303- 44-R1 4 Intertek 0.625 10.25 2X4 wood SPF 16 9 -89.3 -29.8 1.000 -29.8 Beveled Shiplap Artisan Siding 2 102477932COQ- 001A 4,5 Intertek 0.625 10.25 2X4 wood DFL 16 9.125 -269.5 -89.8 1.000 -89.8 Table 1 Footnotes: 3. Tests in Report number 3097158COQ-009 were on product with thickness of 9/16 inch. The loads are applicable to 5/8" thick product as long as fastener withdrawal capacity is verified. Test Block Nail Withdrawal Capacities: Fastening Method The nail withdrawal capacity of the block nails in Table 2A were reported by Applied Research Laboratories (29278-UD1) and Intertek (3096000, 3117855-001, and 101135679COQ-001A). The minimum average failure load was 725 pounds with embedment into ASTM C90 CMU block between 3/4 to 1 inch. The individual fastener load values as tested in Table 1 arefar less than the withdrawal load values into CMU as summarized in Table 2A below. Therefore, withdrawal is not a concern from ASTM C90 CMU blocks. 6d siding, 0.092" x 0.225" x 2.0" face nail to stud 8d ring shank siding nail, 0.092" shank x 0.222" HD x 2.5" L Table 1 - Artisan Lap Siding and Artisan Siding with Lock Joint Systems Test Results and Analysis of Transverse Load 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. Artisan Lap Siding and Artisan Siding with Lock Joint System complies with ASTM C1186, Standard Specification for Grade II, Type A Non-asbestos Fiber-Cement Flat Sheets. 5. Tests in report 102477932COQ-001A were performed on sidings with 9.125" exposure (1" flange). The result is applicable to sidings with 9" exposure (1.25" flange) since it's more conservative. blind screw to stud EVALUATION SUBJECT Artisan® Sidings Wind Load Calculations James Hardie Product Trade Names covered in this report: 4. Tests in reports G7085.01-303-44-R1 and 102477932COQ-001A were performed on Artisan Bevel Channel (original name Beveled Shiplap) sidings. The results are applicable to other four profiles: V-Groove, Cove, Shiplap, Square Channel, since they have very similar design and Bevel Channel has the least amount of material. This analysis is to determine the maximum design 3-second gust wind speed to be resisted by wall assemblies consisting of the Artisan Lap Siding and Artisan Lap Siding with Lock Joint System installed onto ASTM C90 Compliant Concrete Masonry Units (CMU). Artisan® Lap Siding and Artisan® Siding with Lock Joint System (including five profiles: Artisan® Bevel Channel Siding, Artisan® Cove Siding, Artisan® Square Channel Siding, Artisan® Shiplap Siding, Artisan® V-Groove Siding) Fastener Type No. 8 x 1-5/8" long x 0.323" head diameter ribbed bugle head screw blind screw to stud No. 8 x 1-5/8" long x 0.323" head diameter ribbed bugle head screw blind screw to stud No. 8 x 1-5/8" long x 0.323" head diameter ribbed bugle head screw blind screw to stud No. 8 x 1-5/8" long x 0.323" head diameter ribbed bugle head screw blind nail to stud 1.Intertek Report 3067913 (ASTM C1186) Material properties Artisan sidings. 2. AppliedResearch Laboratories of South Florida, Report 29278-UD1 (ASTM D1761)Pull out testing ET&F Nail (ET & F No. ASM-144-0100, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25-in. long). 3.Intertek Report 3096000 (ASMT D1761) Pull out testing ET&FBlock Nail (ET & F No. ASM-144-125, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25-in. long) and Max USACorp Block Nail (CP-C 832 W7-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.25 in.) 4. Intertek Report 3117855-001 (ASTM E488) Pull out testingon Jaaco Aerosmith® Powerpin Nail (5323HP, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.25in.), Aerosmith Powerpin nail (5503HP, head dia. = 0.30 in., shank dia. = 0.144 in., length, 2.0in.), and ET&F Block Nail (ET & F No. ASM-144-0125P, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25-in. long) 5. Intertek Report 101135679 COQ-001A,Fastener withdrawal test on JAACO block nail (NP145S, head dia. = 0.30 in., shank dia. = 0.145 in., length, 1.25 in.) and ET&FBlock Nail (ET & F No. ASM-144-0125P, head dia. = 0.30 in., shank dia. = 0.14 in., length = 1.25-in. long) 6.Intertek Report 3097158COQ-009 (ASTM E330)Transverse Load Test on 9/16" thick by 5-1/4" and 8-1/4" wide Artisan Lap Sidings installed on steel studs space at 16 and 24 inches on center with #8screws. 7. Intertek Report G7085.01-303-44-R1 (ASTM E330) Transverse Load Test on 5/8" thick by 10-1/4" wide Artisan Bevel Channel Sidings installed on wood studs space at 16 inches on center with blind nailed 6d siding nails. 8. Intertek Report 102477932COQ-001A (ASTM E330) Transverse Load Test on 5/8" thick by 10-1/4" wide Beveled Shiplap Artisan Sidings installed on wood studs space at 16 inches on center with face nailed 8d ring shank side nails. Client: James Hardie Building Products, Inc.Engineering Report No.: 2001-10.1.2 Date: December 7, 2020 Page 2 of 6 ET&F Fastening Systems ET & F No. ASM-144-0125P, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25 in. Max Usa Corp CP-C 832 W7-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.25 in.Aerosmith Fastening 5323HP, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.25 in.Aerosmith Fastening 5503HP, head dia. = 0.30 in., shank dia. = 0.144 in., length, 2.0 in.Jaaco Nail Pro NP145S, head dia. = 0.30 in., shank dia. = 0.145 in., length, 1.25 in. From Table 2B, the head net bearing area for the No. 8 X 1-5/8" long X 0.323" ribbed bugle head screw is 0.0608 sq.in. and the head net bearing area for the block nail is 0.0544 sq.in. From Table 1, the lowest allowable fastener load for the No. 8 X 1-5/8" long X 0.323" head diameter ribbed bugle head screw as tested is 35 lbs/fastener. By rational analysis, the block nail fastener load is determined by the block nail to No. 8 screw net bearing area ratio times the fastener load of the No. 8 screw as summarized in Table 2C below. No. 8 x 0.323" head diameter ribbed bugle head screw Block nail, 0.144" shank diameter x 0.300" head diameter Equation 1,qz = 0.00256*Kz*Kzt*Kd*V2 {ASCE 7-10 Eq. 30.3-1} qz = 0.00256*Kz*Kzt*Kd*Ke*V2 {ASCE 7-16 Eq. 26.10-1} qz , velocity pressure at height z Kz , velocity pressure exposure coefficient evaluated at height z Kzt , topographic factor Kd , wind directionality factor Ke , ground elevation factor. It's permited to take Ke = 1 V or, V=Vult Equation 2,p=qh*(GCp-GCpi){ASCE 7-10 Eq. 30.4-1 or ASCE 7-16 Eq. 30.3-1} p , design pressure (psf) for siding (allowable desgn load) qh , velocity pressure evaluated at mean roof height h GCp , product of external pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} GCpi , product of internal pressure coefficient and gust-effect factor {ASCE 7-10 Fig. 30.4-1 or ASCE 7-16 Fig. 30.3-1} To determine design pressure at mean roof heigth (z=h), substitute qz into Equation 2, Equation 3,p=0.00256*Kz*Kzt*Kd*Ke*V2*(GCp-GCpi){2018 IBC} or p=0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi){2017 and 2020 FBC) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7Equation 4,0.6D + 0.6W {ref. ASCE 7-10 and ASCE 7-16 section 2.4.1, load combination 7}D , dead load W , wind load To determine the Allowable Stress Design Pressure (Pasd), apply the load factor for W (wind) from Equation 3 to p (design pressure) determined from equation 4 Equation 5,pasd = 0.6*[p] = 0.6*[0.00256*Kz*Kzt*Kd*Vult2*(GCp-GCpi)] 0.164 0.0211 0.323 0.0819 0.0608 For Artisan Siding with Lock Joint System, allowable fastener loads of 29.8 lb./fastener for blind nailing and 89.8 lb./fastener for face nailing will be used to populate Table 7. The minimum block nail length of 1.25" for blind nail and 1.5" for face will be used in order to maintain the minimum embedment depth of 3/4". Table 2C, Calculate of Allowable Fastener Load for Artisan Lap Siding Table 2A, Tested Withdrawal Results for Block Nail Embedded in CMU Blocks Manufacturer Block Nail Specification Test Report 29278-UD1 3096000 3117855-001 101135679 COQ-Average ultimate withdrawal load (lbf) 965 -893 -- --1165 --- 31.3 The block nail allowable fastener load (with safety factor 3 applied) is 31.3 lb/fastener, this fastener load will be used with Equation 8 below to populate Table 7 for Artisan Lap side blind nailing solutions. To maintain a minimum 3/4" embedment into CMU block, the minimum block fastener length of 1.5" will be used. --1067 For the two configurations listed in Table 1 on Artisan Siding with Lock Joint System, since the block nail (0.144" x 0.300") has a larger head bearing area than the tested siding nail (0.092" x 0.225") as shown in Table 2B, the fastener pull-through capacity is not a concern. Thus, we can substitute the block nails listed in Table 2A for the siding nails and retain the same allowable design loads. In order to maintain the minimum embedment depth of 3/4 inch, the block nails shall have a minimum length of 1.5 inches. For blind screw configurations on Artisan lap siding, the block nail head bearing area is less than the #8 X 0.323 inch head diameter bugle head screw. Therefore in order to use the block nails in Table 2A as a substitute for the #8 screw, the fastener loads are adjusted to accommodate the block nail's smaller head bearing area. Based on report 3097158COQ-009, the system with lowest tested fastener load is the 5.25" wide Artisan Lap siding installed on studs at 16 inch on center where the fastener load was 35 lbs/fastener, which will be used to calculate the allowable design load for the block nail based on the ratio of net bearing areas, as shown in Table 2B. Table 2B, Fastener Head Bearing Area = (Head Area - Shank Area) Fastener Shank Diameter (in.)Shank Area (in2) Head Diameter (in.)Head Area (in2) Net Bearing Area (in2) 0.225 0.0398 0.0331 No. 8 x 0.323" head diameter ribbed 725 963 1113 --1169 Block nail, head dia. = 0.30 in., 0.144 0.0163 0.300 0.0707 0.0544 6d or 8d siding nail, 0.092" shank 0.092 0.0066 Net Bearing Area (in2)Fastener Load (lb/fastener) 0.0608 35.0 0.0544 DESIGN WIND LOAD PROCEDURES: , basic wind speed as determined in: ASCE 7-10 Figures 26.5-1A, B, or C; ASCE 7-16 Figures 26.5-1A, or B, and 26.5-2A, B, C, or D 2018 IBC Figures 1609.3(1) - 1609.3(8) , ultimate design wind speeds (3-second gust) determined from 2017 FBC Figures 1609.3(1) - 1609.3(3) and 2020 FBC Figures 1609.3(1) - 1609.3(4) Fiber-cement siding transverse load capacity (wind load capacity) is determined by transverse load testing in accordance with ASTM E330. The allowable design load is determined based on a factor of safety of 3 applied to the ultimate load from ASTM E330 test results. Client: James Hardie Building Products, Inc.Engineering Report No.: 2001-10.1.2 Date: December 7, 2020 Page 3 of 6 Equation 6 FSBN = FLBN *[144/(Pasd * PW) FSBN , block nail fastener spacing to resist wind speed, inches FLBN , block nail allowable fastener load, pounds PW , plank width exposed to weather, inches Wall Zone 5 Height (ft)Exp B (ASCE 7-16)Exp B Exp C Exp D Kzt Kd GCp GCpi0-15 0.57 0.70 0.85 1.03 h≤60 1 0.85 -1.4 0.18 20 0.62 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 0.66 0.70 0.94 1.12 1 0.85 -1.4 0.18300.70 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 0.76 1.04 1.22 1 0.85 -1.4 0.18450.785 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18600.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 Table 3 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category BWind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210Height (ft) 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 -24.4 -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 -24.4 -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 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 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 -69.145-16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.450-16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.755-17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.560-17.5 -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 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 4 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category C Wind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft)0-15 -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 -77.320-18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.925-19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.530-20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.235-20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.940-21.5 -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 -49.4 -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 -101.060-23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 5 - Allowable Stress Design Pressure Pasd for Component and Cladding (C&C) to be Resisted at Various Wind Speeds for Wind Exposure Category DWind Speed (3-second gust)100 105 110 115 120 130 140 150 160 170 180 190 200 210Height (ft) 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -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 -80.4 -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 -105.5 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 -64.4 -72.7 -81.5 -90.9 -100.7 -111.045-25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.350-26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.555-26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.460-27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2100-37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and ASCE 7-16, and consistent with the 2015/2018 IBC, 2017/2020 FBC Wind Exposure Category B Wind Exposure Category C Wind Exposure Category D 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. Kz Table 2 - Coefficients and Constants used in Determining V and p, Use Equation 6 to determine block nail fastener spacing for the siding attached to ASTM C90 compliant CMU block walls at various wind speeds. Table 6 fastener spacing is based on Equation 6. Client: James Hardie Building Products, Inc. Engineering Report No.: 2001-10.1.2Date: December 8, 2020Page 4 of 6 Allowable Block Nail Fastener Loads Used in the Calculations (lb/fastener) B C D B C D B C D B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 24 24 24 24 24 24 24 24 24 24 24 20 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2202424242424242424242423192424240.7 0.9 1.08 1 0.9 -1.4 0.2252424242424242424242422182424240.7 0.94 1.12 1 0.9 -1.4 0.2302424242424242424242421182424240.7 0.98 1.16 1 0.9 -1.4 0.2352424242424242424232420172424240.73 1.01 1.19 1 0.9 -1.4 0.2402424242424242424232420172424240.76 1.04 1.22 1 0.9 -1.4 0.2452424242424242424222419162424240.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 24 24 24 22 24 19 16 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 24 24 20 18 22 17 15 16 13 11 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 24 24 22 18 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2202424242424242424232421172424240.7 0.9 1.08 1 0.9 -1.4 0.2252424242424242424232420172424240.7 0.94 1.12 1 0.9 -1.4 0.2302424242424242424222419162424240.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 24 24 24 21 24 18 15 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 24 24 24 24 20 24 17 15 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 23 24 23 20 23 17 15 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 23 24 23 19 23 17 14 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 22 24 22 19 22 16 14 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 24 24 19 16 20 16 14 15 12 10 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 22 24 20 16 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2202424242424242424212419162424240.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 24 24 24 21 24 18 15 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 23 24 24 20 24 17 15 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 23 24 23 19 23 17 14 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 22 24 22 19 22 16 14 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 24 22 24 22 18 22 16 14 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 21 24 21 18 21 16 13 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 21 24 21 18 21 15 13 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 21 24 20 18 20 15 13 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 23 22 17 15 19 14 13 14 11 9 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 21 22 18 15 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 24 23 24 24 20 22 17 14 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 22 24 23 19 22 17 14 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 21 24 22 18 22 16 13 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 21 24 21 18 21 15 13 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 20 24 20 17 21 15 13 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 23 20 24 20 17 20 15 12 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 23 19 24 19 17 19 14 12 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2552424242422192419161914122424240.83 1.11 1.29 1 0.9 -1.4 0.2602424242422192419161814122424240.85 1.13 1.31 1 0.9 -1.4 0.2100242421201614171312121082424240.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 20 24 21 17 19 16 13 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 23 19 24 20 17 19 15 12 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 22 19 24 19 16 19 14 12 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 21 18 24 18 15 19 13 11 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 21 18 24 18 15 18 13 11 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 20 17 24 17 15 17 13 11 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2452424242420172317141712102424240.785 1.07 1.25 1 0.9 -1.4 0.2502424242419162216141612102424240.81 1.09 1.27 1 0.9 -1.4 0.2552424242419162216141612102424240.83 1.11 1.29 1 0.9 -1.4 0.2602424242419162116141612102424240.85 1.13 1.31 1 0.9 -1.4 0.210024201817131214111011872424220.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 Coefficients used in calculations for Vult or V (see footnote 6) Wind Exposure Category Kz 105 110 115 Blind Nail 2 Face Nail 1 120 130 Table 6 - Maximum Fastener Spacing (inch) Into ASTM C90 Compliant CMU Walls Artisan Lap Siding blind nailed -31.3 Artisan Siding with Lock Joint System blind nailed -29.8 Artisan Siding with Lock Joint System face nailed -89.8 2015 IBC, 2017/2020 FBC (Ultimate Design Wind Speed, Vult3), 2018 IBC (Basic Design Wind Speed, V7)Building Height4,5 (ft.)2015/2018 IBC, 2017/2020 FBC Blind Nail Artisan Lap Siding Width (in.) 1 Artisan Siding with Lock Joint System up to 10.25" wide 5.25 7.25 8.25 Client: James Hardie Building Products, Inc. Engineering Report No.: 2001-10.1.2Date: December 8, 2020Page 5 of 6 Allowable Block Nail Fastener Loads Used in the Calculations (lb/fastener) B C D B C D B C D B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi Coefficients used in calculations for Vult or V (see footnote 6) Wind Exposure Category Kz 105 Blind Nail 2 Face Nail 1 Table 6 - Maximum Fastener Spacing (inch) Into ASTM C90 Compliant CMU Walls Artisan Lap Siding blind nailed -31.3 Artisan Siding with Lock Joint System blind nailed -29.8 Artisan Siding with Lock Joint System face nailed -89.8 2015 IBC, 2017/2020 FBC (Ultimate Design Wind Speed, Vult3), 2018 IBC (Basic Design Wind Speed, V7)Building Height4,5 (ft.)2015/2018 IBC, 2017/2020 FBC Blind Nail Artisan Lap Siding Width (in.) 1 Artisan Siding with Lock Joint System up to 10.25" wide 5.25 7.25 8.25 0-15 24 24 24 24 21 18 22 18 15 16 13 11 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 20 17 22 17 14 16 13 10 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 19 16 22 16 14 16 12 10 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 18 16 22 16 13 16 12 10 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 23 24 18 15 21 15 13 16 11 9 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 22 24 17 15 20 15 13 15 11 9 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 22 23 17 14 20 14 12 15 11 9 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 21 22 17 14 19 14 12 14 10 9 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 21 22 16 14 19 14 12 14 10 9 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 21 21 16 14 18 14 12 13 10 9 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2100221715141110121089762422190.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 23 23 19 15 19 16 13 14 12 9 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 22 23 17 14 19 15 12 14 11 9 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 21 23 17 14 19 14 12 14 10 9 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 20 23 16 13 19 14 11 14 10 8 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 20 22 16 13 19 13 11 14 10 8 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 23 19 21 15 13 18 13 11 13 9 8 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 22 19 20 15 12 17 13 11 13 9 8 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.25024221919141217121012982424240.81 1.09 1.27 1 0.9 -1.4 0.25524211819141216121012972424230.83 1.11 1.29 1 0.9 -1.4 0.26024211819141216121012972424230.85 1.13 1.31 1 0.9 -1.4 0.21001915131310911878652419170.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 20 20 16 13 17 14 11 12 10 8 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 23 19 20 15 13 17 13 11 12 10 8 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 22 19 20 15 12 17 12 10 12 9 8 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 21 18 20 14 12 17 12 10 12 9 7 24 24 23 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 21 17 19 14 11 16 12 10 12 8 7 24 24 22 0.73 1.01 1.19 1 0.9 -1.4 0.2402420171813111611911872424220.76 1.04 1.22 1 0.9 -1.4 0.2452420171813111511911872424210.785 1.07 1.25 1 0.9 -1.4 0.2502419161713111511911872424210.81 1.09 1.27 1 0.9 -1.4 0.2552419161712111410910862424210.83 1.11 1.29 1 0.9 -1.4 0.2602418161612101410910762424200.85 1.13 1.31 1 0.9 -1.4 0.210017131111979767552117150.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 22 18 18 14 12 15 12 10 11 9 7 24 24 23 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 21 17 18 14 11 15 12 10 11 8 7 24 24 22 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 20 16 18 13 11 15 11 9 11 8 7 24 24 21 0.7 0.94 1.12 1 0.9 -1.4 0.2302419161812101511911862424200.7 0.98 1.16 1 0.9 -1.4 0.2352418151712101410910762423200.73 1.01 1.19 1 0.9 -1.4 0.2402418151612101410810762423190.76 1.04 1.22 1 0.9 -1.4 0.2452417151611101310810762422190.785 1.07 1.25 1 0.9 -1.4 0.2502317141511913989762422180.81 1.09 1.27 1 0.9 -1.4 0.2552217141511913989762421180.83 1.11 1.29 1 0.9 -1.4 0.2 60 22 16 14 14 11 9 12 9 8 9 7 6 24 21 18 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 15 11 10 10 7 7 8 6 6 6 5 4 19 15 13 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 19 16 16 13 10 13 11 9 10 8 6 24 24 20 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2202418151612101310810762423190.7 0.9 1.08 1 0.9 -1.4 0.2252417151611101310810762422190.7 0.94 1.12 1 0.9 -1.4 0.23024171416119139810762421180.7 0.98 1.16 1 0.9 -1.4 0.2352316141511913989752421180.73 1.01 1.19 1 0.9 -1.4 0.2402216131410912979652420170.76 1.04 1.22 1 0.9 -1.4 0.2 45 21 15 13 14 10 9 12 9 7 9 6 5 24 20 17 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 20 15 13 13 10 8 11 8 7 8 6 5 24 19 16 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 20 15 13 13 10 8 11 8 7 8 6 5 24 19 16 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 19 14 12 13 9 8 11 8 7 8 6 5 24 19 16 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 13 10 9 9 7 6 7 6 5 5 4 -17 13 11 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 160 170 180 140 150 Client: James Hardie Building Products, Inc. Engineering Report No.: 2001-10.1.2Date: December 8, 2020Page 6 of 6 Allowable Block Nail Fastener Loads Used in the Calculations (lb/fastener) B C D B C D B C D B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi Coefficients used in calculations for Vult or V (see footnote 6) Wind Exposure Category Kz 105 Blind Nail 2 Face Nail 1 Table 6 - Maximum Fastener Spacing (inch) Into ASTM C90 Compliant CMU Walls Artisan Lap Siding blind nailed -31.3 Artisan Siding with Lock Joint System blind nailed -29.8 Artisan Siding with Lock Joint System face nailed -89.8 2015 IBC, 2017/2020 FBC (Ultimate Design Wind Speed, Vult3), 2018 IBC (Basic Design Wind Speed, V7)Building Height4,5 (ft.)2015/2018 IBC, 2017/2020 FBC Blind Nail Artisan Lap Siding Width (in.) 1 Artisan Siding with Lock Joint System up to 10.25" wide 5.25 7.25 8.25 0-15 21 17 14 14 11 9 12 10 8 9 7 6 24 22 18 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 21 16 14 14 11 9 12 9 8 9 7 5 24 21 17 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 21 16 13 14 10 9 12 9 7 9 6 5 24 20 17 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 21 15 13 14 10 8 12 8 7 9 6 5 24 19 16 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 20 14 12 13 9 8 11 8 7 8 6 5 24 19 16 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 19 14 12 13 9 8 11 8 7 8 6 5 24 18 15 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 19 14 12 12 9 8 11 8 6 8 6 5 24 18 15 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 18 13 11 12 9 7 10 7 6 7 5 5 23 17 15 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 18 13 11 12 9 7 10 7 6 7 5 4 23 17 14 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 17 13 11 11 8 7 10 7 6 7 5 4 22 17 14 0.85 1.13 1.31 1 0.9 -1.4 0.2100129886565454-15 12 10 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 19 16 13 13 10 8 11 9 7 8 6 5 24 20 16 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 19 15 12 13 10 8 11 8 7 8 6 5 24 19 16 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 19 14 12 13 9 8 11 8 6 8 6 5 24 18 15 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 19 13 11 13 9 7 11 7 6 8 5 4 24 17 15 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 18 13 11 12 9 7 10 7 6 7 5 4 23 17 14 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 17 13 11 11 8 7 10 7 6 7 5 4 22 16 14 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 17 12 10 11 8 7 9 7 6 7 5 4 22 16 13 0.785 1.07 1.25 1 0.9 -1.4 0.25016121011879767542115130.81 1.09 1.27 1 0.9 -1.4 0.25516121010879766542015130.83 1.11 1.29 1 0.9 -1.4 0.26016121010869656542015130.85 1.13 1.31 1 0.9 -1.4 0.210011877556444--14 11 9 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 17 14 12 11 9 8 10 8 6 7 6 5 22 18 15 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 17 13 11 11 9 7 10 7 6 7 5 4 22 17 14 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 17 13 11 11 8 7 10 7 6 7 5 4 22 16 14 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 17 12 10 11 8 7 10 7 6 7 5 4 22 16 13 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 16 12 10 11 8 6 9 7 5 7 5 4 21 15 13 0.73 1.01 1.19 1 0.9 -1.4 0.24016111010769656542015120.76 1.04 1.22 1 0.9 -1.4 0.2451511910769656442014120.785 1.07 1.25 1 0.9 -1.4 0.2501511910768656441914120.81 1.09 1.27 1 0.9 -1.4 0.255141199768656441914120.83 1.11 1.29 1 0.9 -1.4 0.260141099768656441813120.85 1.13 1.31 1 0.9 -1.4 0.210097665454-4 --12 10 8 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 Notes to Table: 7. V = basic design wind speed (mph) LIMITATIONS OF USE: 6. Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16: Kzt=1, Kd=0.85, GCp=-1.4 (h≤60), GCp=-1.8 (h>60), GCpi=0.18. 1) In High Velocity Hurricane Zones (HVHZ) install per Miami-Dade County Florida, NOA 17-0406.06 190 200 210 1. Block nails shall be: ET&F Fastening Systems [ET & F No. ASM-144-0150, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.50 in.], Max Usa Corp [CP-C838 W7-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.50 in.], or Aerosmith Fastening [5383P, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.50 in.] Jaaco Nail Pro [NP145S, head dia. = 0.30 in., shank dia. = 0.145 in., length, 1.50 in.]2. Block nails shall be: ET&F Fastening Systems [ET & F No. ASM-144-0125, head dia. = 0.30 in., shank dia. = 0.144 in., length = 1.25 in.], Max Usa Corp [CP-C832 W7-ICC, head dia. = 0.30 in., shank dia. = 0.145 in., length = 1.25 in.], or Aerosmith Fastening [5323P, head dia. = 0.30 in., shank dia. = 0.144 in., length, 1.25 in.] Jaaco Nail Pro [NP145S, head dia. = 0.30 in., shank dia. = 0.145 in., length, 1.25 in.] 3. Vult = ultimate design wind speed (mph) 4. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle Θ less than or equal to 10° (2-12 roof slope). 5. Interpolation to address building height (≤ 60 ft) and other HardiePlank width is permitted.