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PRODUCT APPROVAL - PANEL WALLS SIDING
i7 is V Y :m 112 r" CJ FOP, COMPLl FL # FL13192-RS � FiEYIE'�rdED BY Application Type Revision DATE: " Code version 2017 PLANS AN-D PERM P Application Status Approved MU5 i 8E KEPT ON JOB OR NO INSPECTION WILL BE MADE Comments Archived (....a Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email S6e0250 Alameda TH�p�; r f';r f, i } f,� t iti'n, 0( )r ',fop Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.HRf�i'��11if:�� r'f ROD 11"Ij ORS •rHAT Authorized Signature Pingsheng Zhu MAY I i R iNEel.,,Sk tY 11'•101,UEPt TO pingsheng.zhu@jameshardleWit-11ly 14,1114 14L APP U ON)1S 0CIDES, -` Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 CONCEALED FASTENERS OR ATTACHMEN' (909) 349-2927 pingsheng.zhu@jameshardie.com ARE THE RESPONSIBILITY OF THE Quality Assurance Representative Pingsheng Zhu CONTRACTOR OF RECORD Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com�� Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. P'J Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Independence.pdF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Enuiv RI0-2692E-17 ASTM C1186 eauivalencv.odf http://www.floridabuilding.org/pr/pr_app_dti. aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /3 0/2018 Florida, Building Code Online,--, Page 2 of 3 I Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25%2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name 13192.1 Cemplank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 13192.2 ,rdi,P ank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install In accordance with NOA 17- 0406.06 Description fiber -cement lap siding Installation Instructions FL13192 R5 II CemPlank-Installation.odf FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMIJ.pdf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.pdf F1..1.3192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FI..131.92 R5 AE ER RIO-7..683-1.7 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FI-131.92 R5 AE ER RIO-2.688-1.7 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.0_fi,pdf Created by Independent Third Party: Yes ' fiber -cement lap siding Installation Instructions FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.n �FL�1�3k32Si,I�ERYR7O288iTrt?tnk[WSPs�tieha` nc'�i n'clf FI..1.3192 R5 II HardiePlank-Installation.pdf FL13192 R5 II NOA 17-0406^06_pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.odf FI._13192 R5 AE f.-R RIO-2687-17 Plank Shinale to CMU.odf FLL1192 R5 AE ER RIO-2688-17 Plpnk WSP Sheathina.odf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FI..1.3192 R5 II ER RIO-2.685-17 Shingle Wood Metal Frame.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 R5 II HardieShingle-Installation pdf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.ndf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL13192 R5 II ER RIO-2685-17 Shinale Wood Metal Frame.odf FL13192 RS II ER RIO-2687 17 Plank Shingle to CM1J.pdf FL13192 R5 II HardieShingle-Installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shinale Wood Metal Frame.pdf FL13192 R5 AE ER Rio-2687-17 Plank Shinale to CMIJ.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /3 0/2018 1~lorida'Building Code Online - Page 3 of 3 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL131J2 R5__11__ER RIO-2687-17 Plank Sf>inyle to CMU-df Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathinaxd FL13192 R5 II NOA 17-0406.06.pdf Other: For use in HVHZ install in accordance with NOA 17- 0406.06 FI-13192 R5 IT Prevail -L.ap-Siding--installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5_AE ER RIO 2f£i3�17 Plank Wr?od Metal Fra me. pdf FL13192 RS AE ER RIO-2687-17 Plank Shingle to CMU.ndf Fl_1.3192 R5 AE ER RIO-2688-17 Plank WSP Sheathina.pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click her-_. Product Approval Accepts: ® ER M Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 1 /30/2018 f Florida Product Approval HardiePlank® Lap Siding • For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, ® HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2683-17, RIO-2687-17, or RIO-2688-17. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank 7-,, -1 Lap Siding `V;/J vamC�naru�c 1 EFFECTIVE MAY 2016 ME INSTALLATION REQUIREMENTS - PRIWLU & COLORPLUS" PRODUCTS Visit uwvw.hardieinstallation.com for the most recent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL`" ROUGHSAWN CUSTOM BEADED CEDARMILL® • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONET" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE'm APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS INDOORS Store flat and keep dry and covered prior to installation. Installing siding wet or 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). saturated may result in shrinkage at butt and others in working area. 2. Use one of the following methods: 2. Position cutting station in well -ventilated area joints. Carry planks on edge. Protect a. Best: i. Score and snap edges and corners from breakage. James ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors Hardie is not responsible for damage b. Better: I. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark caused by improper storage and handling HardieBlade' saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum of the roduct c. Good: i. Dust reducing circular saw Wth a HardieBlade saw blade (only use for low to moderate cutting) Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available ilp at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. 97083105 GENERAL REQUIREMENTS: • HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24 in. D.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. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.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. James Hardie does manufacture HardieWrap®Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 3-14 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft.. Figure 1 Double Wall Single Wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction construction • Do not install James Hardie products, such that they may remain in contact with standing water. water -resistive barrier let -in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 24 in. o.c. max. • For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing f 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 "Expansion Characteristics of 4 James Hardie' Siding Products" at www.JamesHardie.com. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 p Nail line (If nail line is not are required by code (as referenced 20091RC stud present place R703.10.2) fastener A. Joint Flashing (James Hardie recommendeo between 3/4 in. & 1 "from B. Caulking' (Caulking is not recommended r 133/8In. from top of plank) for ColorPlus for aesthetic reasons as the edge of plank Caulking and ColorPlus will weather differently. For the same reason, flaost ng do not caulk nail heads on ColorPlus products.) HardiePlank'sidinI C. "H" jointer cover install planks in moderate contact at butt joints fastener Install a 1 1/4 in. starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk. — Note; Feld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWrap' Weather Barrier, consult James Hardie at 1-866-4Hardie or www,hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie® products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer Instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our Installation instructions and Material Safety Data Sheet available at www.jameshardle.com or by calling 1-800-9HARDIE (1-800, 942-7343). FAILURE TO ADHERE To OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH, s� HS11119-P1/4 05/16 ,a CLEARANCE AND FLASHING REQI MENTS Figure 3 Figure 4 ' Figure 5 - `` gure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding r aired. Z Flashing - k code •4. Min. 1/4 in. a Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Figure 12 Drip Edge Figure 13 Block Penetration Figure 14 Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank® lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING FACE NAILING Nails -Wood Framing Nails - Wood Framing • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) • 6d (0.113 in. shank x 0.267 in. HD x 2 in. long) • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.25 in. long) • Siding nail (0.09 in. shank x 0.221 in. HD x 2 in. long) Screws - Steel Framing Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) Screws • Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8 in, long x must penetrate 3 threads into metal framing. 0.323 in. HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing Nails - Steel Framing • ET & F Panelfasto nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-112 in. • ET & F pin or equivalent (0.10 in. shank x 0.25 in. HD x 1-1/2 in. long) long) Nails must penetrate minimum 1/4 in. into metal framing. Nails must penetrate minimum 1/4 in. into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. • Siding nail (0.09 in. shank 0.221 in. HD x 1-1/2 in. long)' • 11 ga. roofing nail (0.121 in. shank x 0.371 in. HD x 1.75 in. long) 24 m • Ribbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). stud .' C. max. Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 1/4 in. overlap } 1 1/4" min. Oveda 1/4 in. min. overlap p Laminate sheet to be removed immediately after installation of each course for ColorPlus® products. When face nailing to OSB, planks must be no greater than 91/4 in. wide and fasteners must be 12 in. o.c. or less. Also see General Fastening Requirements; and when considering alternative fastening options refer to James Hardie Technical Bulletin USTB 17 - Fastening Tips for HardiePlank® Lap Siding. HS11119-P214 05116 'GENERAL FASTENING REQUIREk ITS " "AMb- 0 PNEUMATIC FAST �)G 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 James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). materials or other physical barriers to prevent direct contact of ACQ or CA preservative -treated wood and aluminum products. Fasteners used to attach ® ® countersunk, AIN HardieTrim Tabs to preservative -treated wood shall be of hot dipped fill & add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple • 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, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. • Do not use aluminum fasteners, staples, or clipped head nails. PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus@ products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE@ SIDING AND TRIM PRODUCTS 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, oil/alkyd base paint, or powder coating on James Hardie® Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 COVERAGE CHARTIESTIMATING Gaa,aE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK® LAP SIDING WIDTH SQ 51/4 61/4 71/4 71/2 8 8114 9114 9112 12 (1 SO =100 sq.ft.) (exposure) 4 5 6 6114 6 3l4 7 8 81/4 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 B6 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 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. RECOGNITION: In accordance with IMES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,0012 International Residential Code for One - and Two -Family Dwellings, and the 2006, 2009, & 2012 International Building Code,. HardiePlank lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOA No. 02-0729.02, U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. m 2016 James Hardie Building Products. All rights reserved. Additional Installation Information, TM, es and ® denote trademarks or registered trademarks of Warranties, and Warnings are available at James Hardie Technology Limited. d. is a registered trademark 9 Ja mesHara ie of James Hardie Technology Limited. WWW�ameSllardle.COm Panelfast is a registered trademark of ET&F Fastening Systems, Inc. HS11119-P4/4 05116 PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE•LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 -10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 °°°°0°°���"''• HUNTINGT�0 ON BEACH, CA 92649 `�i�:OGA. ' 714-847-4595 FAX 0. 2 121 SATE OF Lof ORAL 1 i ' r HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX \ _ PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@iameshardie.com EVALUATION SUBJECT HardiePlank® Lap Siding James Hardie Product Trade Names covered In this evaluation: HardiePlank® Lap Siding, CemPiank® Siding, Prevail- Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the mapmum design 3-second gust wind speed to be resisted by an assembly of HardiePlank (CemPlank, Prevail Lap) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 3148104CO0402, Transverse load testing on HardiePlank and HardiePanel Fiber -Cement panels 2. Intertek Report 100717048COQ-003, Transverse load testing on HardiePlank and HardieShingle �ssf 0 N Ak- HUNTINGTON BEACH, GA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-26B6-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1. Results of Transverse Load Testing Report Number 3148104COQ-002 3148104COQ-002 100717048COQ-003 100717048COQ•003 Test Agency Intertek Intertek Intertek Intertek Thickness (in.) 0.3125 0.3125 0.3125 0.3125 Width (in.) 5.25 9.25 8.25 8.25 Frame Type Wood 2" x 4" SPF w/ 7/16' OSB sheathing Wood 2" x 4' SPF w/ 7/16' OSB sheathing Wood 2• x 4" SPF w/ 7/16' OSB sheathing Wood 2" x 4" SPF w/ 7/16" OSB sheathing Frame Spacing (in.) 12 12 8 6 Fastener Type #8 waferhead screw, 1 5/8" x 0.375" HD #8 waferhead screw, 1 5/8" x 0.375" HD 4d ring shank siding 1.5" x 0.090' x 0215" 4d ring shank siding 1.5" x 0.090" x 0215" Fastener Length (inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed to OSB Bfind nailed to OSB Blind nailed to OSB Ultimate Load (psf) 310.4 138.8 152 198 Design Load s 103-5 46.3 50.7 66.0 Effective TributaryTTa 0.333 0.667 0.389 0.292 Fastener Load , as tested (lb/fastener) 34s 30.8 19.7 19.3 Adjusted withdrawal design load (Ib/fastener) , W 35.6 35.6 Net Fastener Penetration (n.), P 0.437 0.437 Wood Spec Gravity, G 0.70 0.70 Nail Shank Diameter (in.), D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR-1539 (lbin. penetration), W 50.9 50.9 :alculaled tastenerwithdrawalload Iscompared with the est result and the more conservative one will be used 1. Allowable design load is determined from ultimate load divided by a factor of safety of 3. 2. HardiePlank Siding complies with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. 3. An equivalent specific gravity of 0.70 for ring shank nails installed on OSB is recommended by APA TT-039C. 4. Calculated fastener withdrawal load Is compared with the test result, and then the more conservative one will be used. For all cases in the table, the adjusted withdrawal design value, W. Is calculated as W=CD•W•P Where, CD = load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load = 1.6 W = withdrawal design value, calculated per NDS-2D15 or ESR-1539, whichever applicable P = fastener embedment depth, in. When nail shank, D,'a 0.099 inch but s 0.376 inch for smooth shank nails, NDS-2015 equation (11.2-3) is used to calculate withdrawal design value W = 1380 " G(5/2) • D Where, G = wood specific gravity per Table 11.3.3A D = nail shank diameter, in. When nail shank, D, is less than 0.099Inch, or in the case of ring shank nags, the withdrawal design values were obtained from ICGES ESR-1539 Table 2. oil' GAW o• 121 � -o STAGE QE r e ��p••'• FLQRt��'�' ' 3 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com For Table 2A to 2C the designs loads will be calculated by proportioning the tributary area to each fastener, thereby design load to each fastener will be kept constant. By doing so, the allowable design load for various HardiePlank widths and stud spacing w ll be determined. Table 2A, Allowable Design Loads Based on Constant Fastener Load, #8 wafer head screw x 0.375" HD, fasteners concealed (blind screw) at 12" O.C. to WSP sheathing only For 5.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -310.4 psf / 3 = -103.5 psf Effective tributary= ((plank width exposed to weather X fastener spacing)/144) _ ((5.251.25) X 12)/144 = 0.333 sq.ft. Fastener load = design load X tributary area = -103.5 X 0.333 = -34.5 pounds For 9.25 inch wide HardlePlank: Design load = ultimate failure load/FOS = -138.8 psf13 = -46.3 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((9.25.1.25) X 12)/144 = 0.667 sq.ft. Fastener load = design load X tributary area = -46.3.5 X 0.667 = -30.8 pounds The fastener loads for all other plank widths were linear interplated from the lwo tests based on plank width Calculated a8owable design load = fastener load tested condition divided by area tributary for the condition to be calculated HardiePlank Width Cinches) h n v« =' a E F- U ccm iL [A a10i � ?m,�C W !- " v m a a O Q cc J 5.25 -310.4 12 0.333 403.5 -34.5 6.25 12 OA17 -80.6 -33.6 7.25 12 0.500 -66.3 ' -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 1 0.896 -31.6 -28.3 Table 2B, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"x0.09"x0.215"), fasteners concealed (blind nail) at 8" O.C. to WSP sheathing only For 8.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -152 psf/ 3 = -50.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((8.25-1.25) X 8)/144 = 0.389 sq.fL Fastener load = design load X tributary area = -50.7 X 0.389 = -19.7 Ibs The fastener loads for all other plank width were calculated based an the same fastener load Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated H m � a � _ o HardiePlank Width °-y' E H M m o m w w (inches) H U lL fn C W H a U a IL J 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59A -19.7 7.6 8 0.347 56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 -50.7 -19.7 9.25 8 0.444 -44.3 -19.7 9.5 8 0.458 43.0 -19.7 12 8 0,597 1 -33.0 -19.7 Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.5"4.09"0.215"), fasteners concealed (blind nail) at 6" O.C. to WSP sheathing only For 8.25 inch wide HardiePlank: Design load = ultimate failure load/FOS = -198 psf/ 3 = 50.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) _ ((8.25-1.25) X 6)/144 = 0.292sq.ft. Fastener load = design load X tributary area = -66 X 0.292 = -19.3 Ibs The fastener loads for all other plank width were calculated based on the same fastener load Calculated agowable design load = fastener load tested condition divided by area tributary for the condition to be calculaf�! f �i,� y a � J N HardiePlank Width •O � m y c E C C U 't m � � .-� a44 C C C v m a (Inches) ci cLi iL to � a"i W iE H a o a. IT -1 5.25 6 0.167 -115.8 -19.3 6.25 6 0.208 -92.6 -19.3 7.25 6 0250 -77.2 -19.3 7.5 6 0.260 -74.1 -19.3 8 5 0.281 -68.6 -19.3 8.25 -198 6 0.292 -66.0 .19.3 9.25 6 0.333 57.9 -19.3 9.5 6 0.344 -56.1 -19.3 12 6 0.448 -43.1 -19.3 OGA►NI 121 a � -o •= STATE OF �ocFsFL 0 R10' • �' y' .........Sln lAnl l� /'1 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed (3- second gust) 100 105 110 115 120 130 140 150 16D 170 180 190 200 210 Height (ft) B B B B B B B I B B B B B B B (1-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.6 37.0 -41.7 -4&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 -69.1 45 -162 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.6 -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 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -1 - 99.3 -21.2 -23.2 -2 K2 72 .6 --3T.4 -39.5 .9 - D. - 6.8 - 33.3 - 0.1 - 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 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - 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) C C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34A -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 A9.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 1 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 53.3 -60.2 -67.5 -75.2 -83.3 1 -91.9 40 -21.5 -23.7 -26.0 -28.4 -42.0 -18.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 22.0 24.2 -26.6 -29.1 -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 M-45.9m.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 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -2 . -282 -3 .8 4 . 2. - 9. 6 .4 75. 100 -32.6 -35.9 -39A -43.1 63.8 73.3 83.4 94.1 105.5 -117.6 -130.3 -143.6 Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D. Wind Speed (3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 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 -92A A01.9 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 1 -29.7 -32.5 1 -35.3 41.5 48.1 -55.2 -62.8 -70.9 1 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -362 -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 5D -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -76.7 -84.9 -94.6 -104.8 -116.5 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 -117.4 60 -2 .0 -29.8 -32. -3 . -38.8 - 3.0 -60.8 - 99,2 - -B .6 -9 .6 - 08. -11 .2 100 -37.0 40.8 44.7 48.9 -53.2 -62.5 -72.5 -B3.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 4, 5, and 6 are based on ASCE 7-10 and consistent with the 2015 IBC, 20151RC and the 2017 Florida Building Code. STATE OF 2�,c�.' 6 1 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 - JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com i �. OGA Table 7, Allowable Wind Speed (mph) for HardlePlank Lap Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 andPa 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC t L ,! Allowable, Ultimate Allowable, Nominal l� Design Wind, Speed, v�35, Design Wind, Speed, V"445, •"ITA .o �• OF (3-second gust mph) (3-second gust mph) , �Q ••'•. /C� p ©pk, .• ++b / /C , R • ,may,/, •"• • • "��• s •� I �s8 Applicable to methods specified in 1201518C, 2017 FBCj Section Applicable to methods specified in Exceptions 1 1609.1.1. as determined by [20151BC, 2017 FBC) Figures 1609.3(1), (2) or through 3 of [2015 IBC, 2017 F9Cj Section 1609.1.1. / (t( (� �o�° O 1 •� 8/!lf f (3). 1 Coefficients used In Table 6 calculations for VWt Wind a osure category Wind exposure category Siding K. Product Product Thidmess (inches) Wdth (inches) Fastener Type Fastener Sparing Frame Type Fastener Spacing (inches) Building Height'.2 (feet) B C D B C D Allowable Design Load (PSF) 5cp B Exp C 6tp D n ICd GCp GCp 0-15 26B 243 221 207 188 171 -103.5 0.7 0.85 1.03 h %60 1 0.85 -1.4 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.08 1 0.85 AA 0.18 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardlePlank 5116 5.25 N0.8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 30 268 226 208 207 175 161 .103.5 0.7 0.98 1A6 1 0.85 -1.4 0.18 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 257 220 203 199 17D 157 103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 253 217 201 196 168 155 A0s.5 0.785 1.085 1.245 1 D.85 -1.4 0.18 50 249 215 199 193 166 154 -103.5 0.81 1.09 1.27 1 0.85 AA 0.18 55 246 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 AA 0.18 1 60 243 211 196 188 163 152 -103.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 201 178 167 156 138 130 -103.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 236 214 195 183 166' 151 -80.6 0.7 0.85 1.03 h�0 1 0.85 -1.4 0.18 20 236 208 190 183 161 147 .90.6 0.7 0.9 1.08 1 0.85 -1A 0.18 HardlePlank 5116 6.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 woad or 20 ga. steel framing, 7H6"thick WSP sheathing 12 25 236 204 187 183 158 145 -80.6 0.7 0.94 1.12 1 0.85 AA 0.18 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 0.85 AA 0.18 40 227 194 179 176 150 139 -80.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 223 192 177 173 148 137 -80.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 220 189 175 170 147 136 -80.6 0.81 1.09 127 1 0.85 -1.4 0.18 55 217 188 174 168 145 135 -80.6 0.83 1-11 1ze 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 80.8 o.a5 1.13 1.31 1 0.85 -1.4 0.18 100 177 157 148 137 122 114 -80.6 0.99 1.26 1.43 hv60 1 0.85 -1.8 0.18 0.15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1A 0.18 HardiePlank 5/16 7.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick 12 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 AA 0.18 30 213 180 165 165 139 128 -65.3 0.7 0.98 1,16 1 0.95 -1A 0.18 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 204 175 161 158 135 125 -65.3 0.76 1.04 1.22 1 0.05 -1.4 0.18 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 screws WSP sheathing 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 196 169 157 161 131 121 -65.3 0.83 1.11 1:9 1 M. -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 A.8 0.18 0.15 208 188 171 161 146 133 .62.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 208 183 167 161 142 130 -B2.3 0.7 0.9 1.08 1 0.85 AA 0.18 HardiePlank 5/16 7.5 No. 8 x 1- 5/8" long x 0.375" HD waferibbed sere sad screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 12 25 208 179 164 161 139 127 -623 0.7 0.94 1.12 1 0.85 AA 0.18 30 208 176 161 161 136 125 -62.3 0.7 0.98 1.16 1 0.95 -1.4 11.19 35 203 173 159 158 134 123 -623 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 199 170 157 164 132 122 -823 0.76 1.04 -22 1 o.ss -1.4 0.18 45 196 168 155 152 130 121 -62.3 0.785 1.085 1.245 1 0.85 -1.4 0.18 50 193 166 154 150 129 119 -623 0.81 1.09 1.27 1 0.85 AA D.18 55 191 165 153 148 128 119 -623 0.83 1.11 129 1 0.86 -1.4 0.18 60 180 163 152 146 127 118 -82.3 0.85 1.13 1 1.31 1 0.85 -1.4 0.18 100 156 138 130 121 107 101 -623 0.99 1.26 1.43 jh>60 1 0.85 -1.8 0.18 0.15 198 180 164 154 139 127 -56.9 0.7 0.85 1.03 lhaSo 1 0.85 -IA 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 HardiePlank 5116 8 No. 8 x 1- 5/8" long x 0.376" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 1 12 25 198 171 157 164 133 122 -56.9 0.7 9.94 1.12 1 0.85 -1.4 0.18 30 198 168 154 164 130 119 -56.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 190 163 150 148 126 116 -55.9 0.76 1.04 1.22 1 0.85 -1A 0.18 45 187 161 149 145 125 115 -56.9 0.785 1.065 1.245 1 0.85 -1.4 0.1a 50 184 159 147 143 123 114 -56.9 0.al 1.o9 127 1 0.85 -1.4 0.18 55 182 158 146 141 122 113 -56.9 o.e3 1.11 1z9 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 , -16.8 HE 1.13 1.31 1 0.85 -1.4 1-8 100 149 132 124 115 102 96 -56.9 0.99 1.28 1.43 h>60 1 0.85 -1.8 0.18 7 HUNTINGTON BEACH, CA 92649 i 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com I'°'°°Q,1 /0Ggly'' � t 20151BC, 2017 FBC 2015IBC, 2017 FBC \� fj #i n 10• S=\'}J�d L ` �• �• STATE OF . • ? y° _ O�n••''�� 0 R ID P •'�� ��� (' •....... S '-s �ONACEN10', -% fill Coefficients used In TaZd"f(Mk. Utions for V, , Allowable, Ultimate Design Wind, Speed, V'3,5' 3-second gust mph) Allowable, Nominal Design Wind, Speed, V-d 4,5. (3-second gust mph) Applicable to methods specified in [201518C; 2017 FBC] Section 1609.1.1. as determined by 120151BC, 2017 FBC] Figures 1609.3(1), (2) or (3). Applicable to methods specified in Exceptions 1 through 3 of 120151BC, 2017 FBC] Section 16D9.1.1. Wind exposure tego Wind exposure category Siding K. Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building HeighP (feet) B C D B C D Allowable Desi n g Load (PSF) Exp B EXP C Ecp D K. I(e GC GCa HardiePlank 5116 8.25 No. 8 x 1- 5/8" long x 0.375" HD waferheribbed screws6 crews Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16° thick WSP sheathing 12 0-15 194 176 160 150 136 124 54.4 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 1 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 194 168 153 150 130 119 54A 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.16 1 0.85 .1.4 0.18 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 186 159 147 144 123 114 54A 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 183 157 146 142 122 113 -54.4 0.785 1.055 1.245 1 0.85 -1.4 D.18 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 0.85 -IA 0.18 100 146 129 121 113 100 94 -54A 0.99 128 1.43 h>60 1 10.85. -1.8 0.18 HardiePlank 5/16 9.25 No. 8 x 1- 518. long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0.15 179 162 148 139 126 114 -46.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 • 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 179 164 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 AA 0.18 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 AA DAS 40 160 172 147 136 133 114 105 -46.3 0.76 1.04 1.22 1 0.85 -IA 0.18 45 169 145 134 131 1 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 164 142 132 127 110 102 46.3 0.a3 1.11 129 1 0.85 -1.4 0.18 162 14l 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 AA 0.18 100 134 119 112 1 D4 92 87 46.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5116 9.5 No. 8 x 1- 5/8. long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 12 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 -44.5 0.7 0.9 1.08 1 0.85 -1A 0.18 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 1 0.85 .1.4 0.18 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 AA 0.18 35 172 146 135 133 113 1D4 -44.5 0.73 1.01 1.19 1 55 -IA 0.18 40 169 144 133 131 112 103 -44.5 0.76 1.04 1.22 1 0.85 -IA 0.18 45 166 142 132 128 110 102 -44.5 0,785 1.065 1.245 1 0.85 AA 0.18 50 163 141 130 126 109 101 -44.5 0.81 1.09 1.27 1 0.85 AA 0.18 55 161 139 129 125 108 100 -44.5 0.83 1.11 1.29 1 0.65 -IA 0.18 60 159 138 128 123 107 99 -44.5 0.85 1.13 1.31 1 0.85 -1A 0.18 100 132 117 102 91 �4.5 0.99 128 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 12 No. 8 x 1- 518" long x 0.375" HD ribbed waferhead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16° thick WSP sheathing 12 D-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 hs60 1 0.85 -lA 0.18 20 140 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 148 125 115 115 97 89 -31.6 0.7 0.98 1.16 1 -1.4 0.18 35 145 123 113 112 95 88 -31.5 0.73 1.01 1.19 1 Ea 0.85 -1.4 0.18 40 142 121 112 110 94 87 -31.6 0.76 1.04 122 1 0.85 -IA 0.18 45 140 120 111 108 93 86 -31.8 0.7a5 1.065 1.245 1 0.85 -1.4 0.18 50 138 119 - 107 92 0.81 1.09 1.27 1 0.85 .1.4 0.18 55 136 118 105 91 0.a3 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 104 90 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 Ill86 g-31.6 0.99 128 1.43 h>60 1 0.85 -1.8 0.180-15 HardiePlank 5116 5.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116° thick WSP sheathing 8 248 225 2D4 192 174 158 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 248 219 199 192 169 155 0.7 o.s 1.08 1 0.85 -1.4 o.1e 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.16 1 0.85 -1A 0.18 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 238 203 188 184 157 145 -88.7 0.76 1.04 1.22 1 0.85 -IA 0.18 45 234 201 186 181 156 144 -88.7 0.785 1.055 1.245 1 0.85 -1.4 18 50 230 199 184 178 154 143 -88.7 0.81 1.09 127 1 0.85 -1.4 0.18 55 1 228 197 183 176 152 141 88.7 0.83 1.11 129 1 0.85 -1.4 0.18 60 1 225 195 181 174 151 140 88.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 1 186 165 155 144 128 120 88.7 0.99 1.26 1.43 jh>60 I 1 0.85 -1.8 0.18 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX J PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardle.com 2015 IBC, 2017 FBC 20151BC, 2017 FBC Q •. J • r . : • LW ,14 P. ,� ........... R ,1 s 10 N PA 1�e>r//"1/1 i Coefficients used in Table 6 calculations for Vwk Allowable, Ultimate Design Wind, Speed, V.ft3.5 (3 second gust mph Allowable, Nominal Design Wind, Speed,-41 Vag •5, (3 second gust mph) Applicable to methods specified in 12015 IBC, 2017 FBC] Section 1609.1.1. as determined b 1201519C, 2017 FBC] Figures 1609.3(1),(2) or (3). Applicable to methods specified in Exceptions 1 through 3 of [20151BC, 2017 FBC] Section 1609.1.1. Wind exposure egory Wind exposure category Siding K, Product Product Thickness Cinches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Heighe.2 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ka >4 G G HardiePlank 5116 6.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 woad or 20 ga. steel framing, 7/16' thick WSP sheathing 8 0-15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 o.a.5 I AA 0.18 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 217 165 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1A 0.18 40 213 182 168 165 141 130 -70.9 0.76 1.04 122 1 O.B5 -1.4 0.18 45 209 1 BO 166 162 139 129 -70.9 0.785 1.065 1.245 1 0.85 -IA 0.18 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 2D4 176 163 158 136 126 -70.9 0.83 1.11 129 1 0.85 -14 0.18 60 201 174 162 156 135 125 -70.9 0.85 1.13 1.31 1 0.85 -1.4 0,18 100 166 148 139 129 114 107 -70.9 0.99 126 1.43 hv60 1 0.85 A.9 0.18 HardiePlank 5/16 7.25 0.090" shank X 0.215" HD X 1.5' long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116'thick WSP sheathing 8 0-15 202 194 167 157 142 129 -59.1 0.7 0.85 1.03 hr60 1 0.85 -1.4 0.18 20 202 178 163 157 138 126 -69.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 AA 0.18 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -IA 0.18 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -lA 0.18 50 186 162 150 146 126 116 -59.1 0.81 1.09 1.27 1 0.85 -IA 0.18 55 186 161 149. 144 124 115 -59.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 1 0.85 AA 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 hv60 1 0.85 -1.8 0. 88 HardiePlank 5116 7.5 0.09W shank X 0,215" HD X 1.5' long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116'thick WSP sheathing 8 180 163 154 139 127 -56.8 0.7 0.85 1.03 hsW 1 0.85 -lA 0.18 175 160 154 135 124 -56.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 171 157 154 133 121 -56.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 168 154 154 130 119 -56.6 0.7 0.98 1.16 1 0.85 -lA 0.18 V50. 165 152 150 128 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 163 150 147 126 116 -%8 0.76 1.04 1.22 1 0.85 -1.4 0.18 161 149 145 124 115 -56.8 0.78.5 1.085 1.245 1 0.85 AA 0.18 159 147 143 123 114 -58.8 0.81 1.09 1.27 1 0.85 AA 0.18 157 146 141 122 113 Sfi.a 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145' 139 121 112 -56.8 0.a5 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.8 0.99 1.26 iA3 h�60 1 0.65 -1.8 0.18 HardiePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 191 173 157 148 134 122 -525 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 191 168 154 148 130 1 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 183 156 144 142 121 112 -52.6 0.76 1.04 122 1 0.85 -1.4 0.18 45 180 155 143 140 120 111 -52.5 0.7B5 1.065 1.245 1 0.85 .1.4 0.18 50 177 153 142 137 118 110 -52.5 0.81 1.09 1,27 1 0.85 -1.4 D.18 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 173 150 139 134 116 108 52.5 0.85 1.13 1.31 1 1 1 0.85 -1.4 1 0.18 100 143 127 119 ill 98 92 -525 0.99 1.26 1.43 m60 1 0.85 1 -1.8 0.1e HardiePlank 5/16 8.25 0.090" shank X a 215" HD X 1.5' long ring shank nails Blind no to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 8 0-15 187 170 154 145 132 120 -50.7 0.7 0.65 1.03 hs50 1 0.85 -IA 0.18 20 187 165 151 146 128 117 -5D.7 0.7 0.9 1.08 1 0.85 AA 0.18 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.86 -IA 0.18 40 180 154 142 139 119 110 -50.7 0.76 1.04 122 1 0.85 -1.4 0.18 45 177 152 140 137 11 B 109 5D.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 174 150 139 135 116 108 .50.7 0.81 1.09 127 1 0.85 -1.4 0.18 55 172 149 138 133 115 107 -50.7 0.a3 1.11 128 1 0.85 -1.4 D.1e 60 170 147 137 132 114 106 -50.7 0.85 1.13 1.31 1 0.85 -1.4 0.ia 100 141 175 117 109 •97 91 -50.7 0.99 12fi 1.43 h>eo 1 0.85 -1.8 0.18 HUNTINGTON BEACH, CA 92649 r i 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 loll/ JAMES HARDIE BUILDING PRODUCTS, INC. 111 HAW e4121 1-888-542-7343 1�1 info@jameshardie.com N . 2015 /BC, 2017 FBC 2015 IBC, 2017 FBC ; y > ai " STATE OF Q�� "'• /- f" , V �s • • C O �� E ►yU/( Coefficients used in Table 6 calculations for V, Allowable, Ultimate Design Wind, Speed, V 7.5 W (3•second gust mph) Allowable, Nominal Design wnd, Speed, a �.e (3-second gust mph) Applicable to methods specified in 120151BC, 2017 FBC] Section 1609.1.1. as determined by 120151BC, 2017 FBC) Figures 1609.3(1), (2) or (3). Applicable to methods specified in Exceptions 1 through 3 of [20151BC, 2017 FBC] Section 1609.1.1. Wind exposure tego Wind exposure category Siding K, Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing Cinches) Building Heightl•Z (feet) B C D B C D Allowable Design Load (`SF) Exp B Exp C Exp D K. Ka GC" G HardiePlank 5/16 9.25 0.D90" shank X 0.215"HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 175 159 144 136 123 112 -14.3 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 1 175 151 139 136 117 ID7 -44.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -lA 0.18 35 172 146 134 133 113 1D4 -44.3 0.73 1.01 1.19 1 0.85 .1.4 0.18 40 168 144 133 130 Ill 103 -44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 165 142 131. 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 163 140 130 126 1D9 101 -44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 161 139 129 125 108 100 -44.3 0.83 1.11 129 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 102 90 -44.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.5 0.090" shank X 0.215" HD ring shank ring shank nail' Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16' this k WSP sheathing 8 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 hs60 1 0.85 -IA 0.18 20 173 152 139 134 118 108 -43.0 0.7 - 0.9 1.08 1 0.85 -IA 0.18 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 173 145 134 134 113 104 -43.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 163 140 129 126 108 100 -43.0 0.785 1.065 1245 1 0.85 -1.4 0.18 50 160 138 128 124 107 99 -43.D 0.81 1.09 127 1 0.85 -IA 0.18 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -IA 0.18 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -IA 0.18 100 130 115 100 89 -43.0 0.99 Us 1.43 h>60 1 10.85 -1.8 0.18 HardiePlank 5116 12 0.090" shank X 0.215" HD X 1.5" long ring shank oohs Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 15l 133 122 117 103 94 -33.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -lA 0.18 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 0.85 -IA 0.18 35 148 126 116 115 97 90 -33.0 1.01 1.19 1 0,85 -IA 0.1B 40 145 124 114 112 96 89 -33.0 1.04 122 1 0.85 -1A 0.18 45 143 123 113 111 95 88 -33.0 1.065 1.245 1 0.85 -1.4 0.18 50 141 121 112 109 94 87 3a.0 [0.765 1.0s 1.27 1 0.95 -1.4 o,1a 55 139 120 111 108 93 86 -W.0 1.11 1.29 1 0.85 -1.4 0.18 60 137 119 110 1D6 92 86 -33.0 1.13 1.31 1 0.85 -1.4 0.18 100 114 88 -33.0 126 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 5.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 6 D-15 283 257 233 219 199 181 -115.8 . 0.85 1.D3 hs60 1 0.85 -1A 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -IA 0.18 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -IA 0.18 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.95 -IA 0.18 40 272 232 215 211 180 166 -115.8 0.76 1.04 1.22 1 0.85 -IA 0.18 45 267 230 212 207 178 164 -115.8 0.785 1.085 1.245 1 0.85 -1.4 0.18 50 263 227 210 204 176 163 -115.8 0.81 1.09 127 1 0.85 -IA 0.18 55 260 225 209 201 174 162 -115.8 0.83 1.11 129 1 0.85 -IA 0.18 60 257 223 207 199 173 160 .115.8 0.85 1.13 1.31 1 0.85 -IA 0.18 100 213 189 177 165 146 137 -115.8 0.99 1.28 1.43 h>80 1 0.85 -1.8 0.18 HardiePlank 5/16 6.25 0.090" shank X 0.215" HD X 1,5" long ring shank nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16"thick WSP sheathing 6 0.15 253 230 209 196 178 162 -92.6 0.7 0.85 1.03 h560 1 0.85 -lA D.1B 20 253 223 2D4 196 173 158 -92A 0.7 0.9 1A8 1 0.85 -1.4 0.18 25 253 219 200 196 169 155 -926 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 253 214 197 196 166 162 -92.6 0.7 D.98 1.16 1 0.85 -1.4 0.18 35 24s 211 194 192 163 150 sz.s o.73 1.01 1.1s 1 0.95 -1.a a16 208 192 188 161 149 -92.6 0.76 1.04 122 1 0.85 -1.4 0.18 239 205 190 7 -92.6 0.785 1W5 1.246 1 D.BS.1.4 0.18 235 203 Ills 6 -92.6 0.81 1.01 127 1 0.85 -1.4 0.18 g40243 233 201 187 a178154 5 -92.6 0.83 1,11 1.29 10.85230 199 196 3 -92.6 0.85 1.13 1.31 1 0190 169 158 3 -92.6 0.99 126 1.43 h>BO 1 0.85 -1.8 0.18 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-B88-542-7343 info@jameshardie.com pGA Wq � 21 20151BC, 2017 FBC 2015 IBC, 2017 FBC Q` - �p ••. FL 1� (� �) - FSS1 O M A` " /J Coefficients used In Table 6 calculations for VWx Allowable, Ultimate Design Wind, Speed, 35 (3-second gust mph) Allowable, Nominal Design Wind, Speed,Vt4 .5 (3-second gust mph) Applicable to methods specified in 120151BC, 2017 FBC] Section 1609.1.1. as determined by 12015 IBC, 2017 FBC] Figures 1609.3(1), (2) or (3). Applicable to methods specified in Exceptions 1 through 3 of ]201518C, 2017 FBC] Section 1609.1.1. Wind exposure tego Wind exposure category Siding K. Product Product Thickness (inches) Width (inches) Fastener Type Fastener Sparing Frame Type Fastener Sparing (inches) Building Height' 2 (feet) B C D B C D Allowable Design load (PSF) Exp B Exp C Exp D Kn K, G G HardiePlank 5/16 7.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed t0 WSP 2X4 wood or 20 ga. steel framing, 7/16• thick WSP sheathing 6 0-15 231 210 191 179 163 148 -772 0.7 0.85 1.03 h960 1 0.85 -IA 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 AA 0.18 25 231 200 183 179 155 142 -772 0.7 0.94 1.12 1 0.85 -1.4 10.18. 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 222 190 175 172 147 136 -77.2 0.76 1.134 122 1 45 218 187 173 169 145 134 -77.2 0.785 1.055 1.245 1 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 WAA 55 212 184 170 164 142 132 -77.2 0.83 1.11 128 1 860 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 8 100 174 154 145 135 119 112 -77.2 0.99 1.2E 1.43 h>60 1 0.65 .1.8 0.18 HardiePlank 5/16 7.5 0.090" shank X 0.215• HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0.15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 Iu60 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 227 195 179 175 161 139 -74.1 0.7 0.94 1.12 1 0.85 -1A 0.18 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 217 186 172 168 144 133 -74.1 0.76 1.D4 122 1 0.85 -1.4 0.18 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 M18 50 211 182 168 163 141 130 -74.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 208 180 167 161 139 129 -74.1 0.83 1.11 129 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1 . 1 1 0.95 -1.4 0.18 170 151 142 132 117 110 -74.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 8 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed t0 WSP 2X4 wood or 20 ga. steel framing, 7/16"thick WSP sheathing 6 218 198 180 169 163 139 -68.6 0.7 0.85 1.03 h580 1 0.85 .1.4 0.18 218 192 176 169 149 135 -68.6 0.7 0.9 1.o6 1 0.85 -1.a o.18 R40 218 188 172 169 145 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1A 0.18 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 AA 0.18 209 179 165 162 139 128 -68.6 0.76 1.D4 122 1 0.85 -1.40.18 206 177 163 159 137 127 -68.6 0.785 1.065 1.245 1 0.85 4 -1fi4� 0.18 50 203 175 162 157 135 125 -68.8 0.81 1.09 1.27 1 0.85 o.1a 55 200 173 161 155 134 124 -68.8 0.83 1.11 1.28 1 0.95 0.18 60 196 172 159 153 133 123 -68.6 0.85 1.13 1.31 1 0.85 0.1a 100 164 145 136 127 112 105 -88.6 0.99 Us 1.43 tv60 1 0.a5 -1.8 o.18 HardiePlank 5116 8.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16' thick WSP sheathing 6 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 h560 11 1 0.a5 -1.4 D.18 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 214 181 166 166 140 129 -68.0 0.7 0.98 1.16 1 0.85 AA 0.18 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 AA 0.18 40 205 175 162 159 136 125 -66.0 0.78 1.04 122 1 0.85 -1.4 0.18 45 202 173 160 156 134 124 -66.0 0.785 1.085 1.245 1 0.85 -1.4 0.18 50 199 171 159 154 133 123 -66.0 0.81 1.09 127 1 0.e5 -1.4 0.18 55 196 170 157 152 132 122 -66.0 0.83 1.11 1.29 1 0,8.5 -1.4 0.18 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 0.85 -1.4 0.18 100 161 142 134 124 110 104 -66.0 0.99 1.2E 1.43 n-60 1 I o.a5 -1.a o.19 HardiePlank 5/16 9.25 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 0-15 20D 182 165 155 141 128 -57.9 0.7 0.85 1.03 Woo 1 0.05 -1A 0.18 20 200 177 161 165 137 125 -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 200 173 158 155 134 123 -57.9 0.7 0.94 1.12 1 0.85 -IA 0.18 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.18 1 0.85 -1.4 0.18 35 196 167 154 162 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 192 164 152 149 127 117 -57.9 0.76 1.04 122 1 0.85 -1.4 0.18 45 189 162 150 146 126 116 -67.9 0.785 1.055 1.245 1 0.85 .1.4 0.18 50 186 160 149 144 124 115 -67.8 0.81 1.09 1.27 1 0.85 .1.4 0.18 55 184 159 148 142 123 114 -57.9 0,83 1.11 1.29 1 0.85 -1.4 0.18 J. 60 182 158 146 141 122 113 -57.9 0.85 1.13 1.31 1 0.85 .1.4 0.18 100 150 133 125 117 103 97 -57.9 0.99 1.26 1.43 tv60 1 0.a5 -1.9 nuts i trvu i uni caru,n, um uzugv 714-292-2602 714-847-4595 FAX } PROJECT: RIO-2688-17 { JAMES HARDIE BUILDING PRODUCTS, INC. - < -' 1-888-542-7343 info@jameshardie.com 2015 IBC, 2017 FBC 2015 /BC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, 3$ V,d, 45 V-d , (3-second gust mph) (3-second gust mph) Applicable to methods specified In 12015 IBC, Applicable to methods 2017 FBC] Section specified in Exceptions 1 1609.1.1. as determined by through 3 of (2015IBC, 120151BC, 2017 FBC] 2017 FBC] Section Figures 1609.3(1),(2) or 1609.1.1. (3). Coefficients used in Table 6 calculations for VW, Wind exposure tego Wind exposure category Siding K, Product Product Thickness (Inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Heighe.2 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C ExP D Ka Ke GC. GC,; 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 197 167 153 153 129 119 -56.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 189 162 149 147 125 116 -56.2 0.78 1.04' 122 1 0.85 -1.4 0.18 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 183 158 1 146 1 142 122 113 -56.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 r 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 -%.2 0.85 1.13 1.31 1 F-110.85 71.4 0.18 100 148 131 123 115 102 95 -56.2 o.99 1.26 1.43 h>60 1 I o.e5 -1.8 0.18 0.15 173 157 142 134 121 110 43.1 0.7 0.85 1.03 hs60 1 a.es -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 HardiePlank 5/16 12 0.090" shank X 0.215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16• thick WSP sheathing 6 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 166 142 131 128 110 101 -43.1 0.76 1.04 122 1 0.85 -1.4 0.18 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 161 138 128 124 107 99 43.1 0.61 1.09 727 1 O.eS .1.4 0.18 55 159 137 127 123 106 99 -43.1 0.83 1.11 129 1 0.85 -1.4 0.18 60 167 136 126 121 105 88 -43.1 0.851.13 1.31 1 0,65 -1.4 0.16 100 130 115 101 89 -43.1 0.99 1.28 1.43 h>60 1 0.85 -1.6 0.1a 1. Buildinc height = mean of height (in feet) of a buldina. except that eave height shall be used for roof an01e O less than or equal to 10" (2-12 roof alone). 2. Linear interpolation of building height ( 60 fl) and wind speed is permitted. 3. V i = ultimate design wind speed 4. V w = nominal design wind speed 5. Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K�=1, Kd=0.85, GCp l A (h560), GCP 1.8 (11>60), GCp; 0.18. 6. Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4" for nails or 3 full theads for screws. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 -oSIN t ul Ap'• 12 11