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HARDIE PLANK PAPERWORK
� Florida Product Approval i SCANNED By HardiePlank® Lap Siding St Lucie County • 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. j For use outside of HVHZ, o 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°fir IK Lap Siding - PRIMED & COLORPLUS® Oil JamesHardie EFFECTIVE MAY 2016 Visit www.hardioinstallation.com for the most recent version. SELECT CEDARMILL® • SMOOTH • CUSTOM COLONIAL- SMOOTH • CUSTOM COLONIAL`" ROUGHSAWN CUSTOM BEADED CEDARMIW • 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 4PPLICATION 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 HARDIEZONE 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: Store flap and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Cdrry planks on edge, Protect edges and corners from breakage. James Hardie t not responsible for damage caused qy Improper storage and handling of the product CUTTING INSTRUCTIONS OUTDOORS INDOORS 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). and others in working area. 2. Position cutting station in well -ventilated area 2. Use one of the following methods: a. Best: I. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors b. Better: t. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlatle saw blade trademark HardieBladeg saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: I. Dust reducing circular saw with a HardieBlatle 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 atwww.jameshardie.com to help you determine the most appropriate cutting method foryourjob 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. soce3ras GENERAL REQUIREMENTS: • HardiePlanko lap siding can be installed over braced wood or steel studs 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. • Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.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 HardieWrapO 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. • Adjasent 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 Walt 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 2a In. o.c. max. let -in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only, plywood or • For larger projects, including commercial and multi -family projects, where the span of the OSB sheathing 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 Jams Hardie" Siding Products" at www.JamesHardle.com. • DO rOT use stain, oil/alkyd base paint, or powder coating on James HardieO Products. INSTALLATION: One or more JOINTTREATMENT Figure Nail line (If nail of the following joint treatment options line is not are required S'°d by code (as referenced 2009 IRC present place R703. I q.2) ! k ,i i fastener 9— between 3/4 A. Joint Flashing (James Hardie recommended) �� os in. a 1 ° from B. Caulking' (Caulking is not recommended resistive tap of plank) Nedge for ColorPlus for aesthetic reasons as the hornet of plfv�k Caul ng and ColorPlus will weather differ ntly. For the same reason, flashjointing do not J caulk nail heads on ColorFlus HardieZone" products.} HardiePlank"siding C. "H" jointer cover install planks in moderate contact at butt joints water -resistive barrier nstall a 1 1 /4 in. starter strip to ensure a consistent plank angle leave appropriate gap between planks and trim, then caulk.— Note: Field 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 HardieO products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by ]ARC 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 as called silicosis, and has been linked with other diseases. Some studies suggest smokinr� 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 HardieBlatle®saw blade and dust reducing circular saw attached to a NEPA 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 governrrjent regulations and manufacturer instruct ons to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods -never dry sweep. Far further information, refer to our ir)stallation instructions and Material Safety Data Sheet available at wv..jameshardie.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 DFATH. HS11119-P1/4 05/16 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Figure 7 Deck to Wall Figure 12 Drip Edge Z-Flashing I Min.''/4 in. w i Do not caulk Figure 8 Ground to Siding coda x 4 in, i 1140 Figure 9 Figure 10 Gutter to Siding Sheltered Areas 7ZZ Flashing?`: Mih:1/a 1ni Min.'/z in. Figure 13 Figure 14 Block Penetration Valley/Shingle Extension Recommended in HZ10) Figure 11 Mortar/Masonry -Flashing Z-FIEhing in. FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlanks lap siding products. Face nailing should only be used where required by code for high wind areas and must not e�usedin conjun tion with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed corners maybe done ford aesthetic purposes Only. Pin-bla cks shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIN!PAINNG—'_ �! FACE NAILING Mails - Wood Framing \ Nails - Wood Framing • Siding Mail (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 1 Steel Framing Screws - Steel Framing • Ribbed Wafer -head or equivalent (No. 8 x 1 1/4 in. long x 0.375 in. HD) S ews • 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 Panelfaste nails or equivalent (0.10 in. shank x 0.313 in. HD x 1-1/2 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. 0S13 minimum 7/16 in. • Siding nail (0.09 in. shank x 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 in �. ibbed Wafer -head or equivalent (No. 8 x 1 5/8 in. long x 0.375 in. HD). stud max. I. Stud O.C2max _� Figure] Fioure 16 1/4 In, min. overlap Minimum overlap 1 _ `---- for Both Face Nail Line I — o I and Blind Nailing , 3/4 in: 1 ir]. Blind Nall _ 1 _ p C face nail min. 1 1/4 in. i ovedap I I f water -resistive Water Resistive barrier 1 114" min. Barrier Overlap ' Laminate sheet to be removed immediately after installation of each course for ColorPluss 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 HardiePlanko Lap Siding. HS11119-P214 05/16 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 H I rdie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products inear the ocean, large bodies of water, or in very humid climates. I 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 2009 IRC R317.3 or 2009 IBC 2304.9.5. • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. • NOTE:IPublished wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Servicies 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 note 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. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). ® ® 5 �7!, countersunk, 112N Qy 0 fell &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple 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 INS, 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 HardieO 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 alll 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. 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 firiish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature • DO NOTE caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 05/16 i COVERAGE CHARTIESTIMATING GUIDE Number of 12 ft. planks, does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANV LAP SIDING WIDTH SQ 5114 61/4 71/4 71/2 8 8114 91/4 91/2 12 (1 SQ = too sq.ft,) (exposure) 4 5 6 61/4 6 314 7 8 8114 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 86 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 i 19 475 380 317 304 281 271 238 238 177 i 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 [CC -ES Evaluation Report ESR-2290, HardiePlank® lap siding is recognized as a suitable alternate to that specified in: the 2006,2009,&2012 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#869, 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 MEA223.93-M, and California DSA PA-019. These documents should also be consulted for additional Information concerning the suitability of this product for specific applications. © 2016 James Hardie Building Products. All rights reserved. Additional Installation Information, m TM, SM, and ® denote trademarks or registered trademarks of Warranties, and Warnings are available at James Hardie Technology Limited. d. is a registered trademark g J a m esHa rd i e of James Hardie Technology Limited. WWW.JameSllardle.COm Panelfast is a regisslered trademark of ET&F Fastening Systems, Inc. ' HS11119-P4/4 05/16 T, D T T T 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 .R PAGE 1 UATION SUBJECT 2 UATION SCOPE 2 UATION PURPOSE 2 :RENCE REPORTS 2 RESULTS 3 E 1, RESULTS OF TRANSVERSE LOAD TESTING 3 E 2A THROUGH TABLE 2C, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 3N WIND LOAD PROCEDURES 5 E 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 E 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 E 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 E 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 E 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 ATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN :OMPLIANCE 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 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX I JAMES HARDIE BUILDING PRODUCTS, INC. 1-868-542-7343 i nfobiameshardie.com i EVALUATION SUBJECT HardiePlank® Lap Siding James Hardie Product Trade Names covered In this evaluation: HardiePlank®II Lap Siding, CemPlank® Siding, PrevaiM Lap Siding EVALUATIIONSCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 EVALUATION PURPOSE: This analysis is to determine the mabmum 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 3148104COQ-002, Transverse load testing on HardiePlank and HardiePanel Fiber -Cement panels 2. Intertek Report 100717048COQ-003, Transverse load testing on HardiePlank and HardieShingle loll OGAw- a d CC e�®e I RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 4443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infe@jameshardie.com TEST RESIULTS: Table 1. Results of Transverse Load Testing I Report Number 3148104COQ-002 3148104COQ-002 100717048COQ-003 100717048COQ-003 Test Agency I Intertek Intertek Intertek Intertek Thickness (in.)I 0.3125 0.3125 0.3125 0.3125 Width (in.) 1 5.25 9.25 8.25 8.25 I 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 weferhead screw, 1 5/8" x 0.375" HD #8 waferhead screw, I. 5/8" x 0.375" HD 4d ring shank siding 1.5" x 0.090" x 0.215" 4d ring shank siding 1.5"x 0.090" x 0.215" Fastener Length (inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Ultimate Load (psf) 310.4 138.8 162 198 Design Loads 103.5 46.3 50.7 66.0 Effective Tributary Area ft 0.333 0.667 0.389 0.292 Fastener Load (lb/fastener) , as tested 34.5 30.8 19.7 19.3 Adjusted Wthdrawai design load (Ib/fastener) ,W 35.6 35.6 Net Fastener Penetration (in.), P 0.437 0.437 Wood Specific Gravity, G 0.70 0.70 Nall Shank Diameter (in.), D 0.090 0.090 Withdrawal deign value per NDS 2015 or ESR-1539 (Ibfin. penetration), W 50.9 50.9 Calculated fastener vethdrawal load Is compared with the test result and the more conservative one wi0 be used. 1. Allowable design load is determined from ultimate load divided by a factor of safety of 3. 2. HardiePlanklSli ing compiles with ASTM C1186, Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. 3. An equivalent spec 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 lest 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-2015 or ESRA539, whichever applicable P = fastener embedment depth, in. When nail shank, D, z 0.099 inch but 5 0.375 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 = wand specific gravity per Table 11.3.3A D = nail shank diameter, in. When nail shirk, D, is less than 0.099 inch, or in the case of Ling shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2. ��//eiroai®o®ev E�a'0f00 \ QGAW ®® r ti o. ®pip•'••• FLOR'��e-':' 3 f RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infomameshardie,corn 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 will be determined. Table 2A, Allowable Design Loads Based on Constant Fastener Load, #8 wafer head screw x 0.376" HD, fasteners concealed (blind screw) at 12" O.C. to WSP sheathing only j For 5.25 inch wide HardiePlank: Design load = ultimate failure load/FOS=-310.4 psf 13 = -103.5 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((5.25.1.25) 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 HardiePlank: Design load = ultimate failure load/FOS=-138.8 psf/ 3 = -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 widihs were linear interplated from the two tests based on plank width Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated N a om MM � mZ` A ° �•� m i I'va HardiePlank Width t/1 C N l0 V N .O O � 20 v N M (inches) i Fes- U =1 IL O1 v W ♦- N a ❑ E U_ J 5.25 ! -310.4 12 0.333 403.5 -34.5 6.25 12 0.417 -80.6 -33.6 7.25 1 1 12 0.500 -65.3 -32.7 7.5 1 12 0.521 -62.3 -32.4 8 1 12 0.563 -56.9 -32.0 6.25 1 12 0.583 -54.4 -31.8 9.25 1 438.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 0.896 -31.6 -28.3 Table 2B, Altowwable 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 = -60.7 psf Effective tributary = ((plank width exposed to weather X fastener spacing)/144) = ((8.25-1.25) X 8)/144 = 0.389 sq.ft. 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 on the same fastener load Calculated allowable design load = fastener load tested condition divided by area tributary for the condlgon to be calculated Al LLPlank idth Hardie. E ro'C� ; a (Inches) LL in a L J 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -162 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 -33.0 1 -19.7 Table 2C, Allowable Design Loads Based on Constant Fastener Load, 4d ring shank siding nail (1.&W.09"x0.216 ), fasteners concealed (blind nail) at 6" O.C. to WSP sheathing only For 8.25 inch wide HardlePlank: Design load = ultimate failure load/FOS = -198 psf/ 3 = -50.7 psi 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 i���f6®miss Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculavo f sssp a� � c c m y ? m ,•. J � c c HardiePlank Width "' E m o o n �c' o (Inches) I I-c.» , u.u�•" wt-� bo.- a uL 5.25 6 0.167 -115.8 -19.3 6.25 6 0.208 -92.6 -19.3 7.25 6 0.250 -77.2 -19.3 7.5 1 6 0.260 -74.1 -19.3 8 1 6 0.281 -68.6 -19.3 8.26 1 -198 6 0.292 -66.0 -19.3 9.25 1 6 0.333 -57.9 -19.3 9.5 1 6 0.344 -56.1 -19.3 12 I, 6 0.448 -43.1 -19.3 it 1 $. - UUMW' 121 a STATE OF •` 1�. 4 � � ss�0�E nL � e RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2688-17 JAM ES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoQjameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allow Iable 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 Figure 26.5-1A Figure 26.5-18, and Figure 26.5-1 C. For this analysis, to calculate the pressures in Tables 4, 5, and 6, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominalloads using allowable stress design, load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q�=0.00256•K %*Kd•V2 {ref ASCE 7-10 equation 30.3-1) q� , velocity pressure at height z K� , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor Kd , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2015 IBC, 2017 FBq Figures 1609.3(1), (2) or (3); ASCE 7-10 Figures 26.5-1A, B, or C i Equation 2, V=V a (ref. 2015 IBC & 2017 FBC Section 1602.1 definitions) Va , ultimate design wind speeds (3-second gust MPH) determined from [2015 IBC, 2017 FBCj Figures 1609.3(t), (2) or (3); ASCE 7-10 Figures 26.5- 1A,B,orC Equation 3, p=V(GCP GCp) (ref. ASCE 7-10 equation 30.6-1) GC,, , product of external pressure coefficient and gust -effect factor GCp , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable design load for siding) i To determine design pressure, substitute q, into Equation 3, Equation 4, 1 p=0.00256•Ki Ka•Kd•V,t2•(GCp GC,,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Equation 5, 0.613 + 0.6W fret. ASCE 7-10 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, 1 pffid = 0.6•[1`) Equation 7, pa,d = 0.610.00256•K2•Kr Kd,V,*2•(GCP GCP;)j 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 Vat, Equation 8, I V,r, = (pffid10.6.0.00256•Kr Kr•Kd•(GCp GCp))as i Applicable to methods specified in Exceptions 1 through 3 of 12015 IBC, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design wind speed (Vasil) for Hardie Siding in Table 7, apply the conversion formula below, Equation 9, Vasil = V,, . (0.6)Q5 fref. 201518C & 2017 FBC Section 1609.3.1) V�d , Nominal design wind speed (3-second gust mph) fret'. 20151BC & 2017 FBC Section 1602.1) Table 3, Coefficients and Constants used in Determining V and p, K. Wall Zone 5 Height (ft) Exp B Exp C I Exp D KA Kd GC GC pj 0-15 1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 1 0.76 1.04 1.22 1 0,85 1.4 0.18 45 1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 1 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 1 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 1 1.26 1A3 I h>60 1 1 0.85 -1.8 0.18 0GAK/ 1A° \ •' 1yu �1 4121 \ w w � s STATE OF •:�� °e\ sS/ONAt� ° l '�yBs/ese//ii/°l JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 Table 4. Allowable Stress Desian - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speeds (3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) B B B B B B B B B B B B B B 0-15 1 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -62.1 -57.8 -63.7 20 1 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14A -15.9 -17.5 A9.1 -20.8 -24A -28.3 -32.5 37.0 -41.7 46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 37.0 41.7 46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 1 -21.7 -25.4 1 -29.5 -33.9 1 -38.6 -43.5 48.8 -54A -60.2 -66A 40 -15:7 -17.3 A9.0 -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 41.6 46.8 -52.5 1-58.5 -64.8 -71A 50 -16.7 -18A -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 -17. 9.3 -2 .2 -23.2 -25.2 -29. -34. 9. -44.9 0. 6.8 -63.3 - 0.1 -77.3 100 1 -25.6 -28.2 -31.0 -33.8 36.9 43.3 -50.2 -57.6 -66.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 6. 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 1 -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 -23.6 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -86.6 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 1 1 -20.8 -23.0 -25.2 -27.6 30.0 -35.2 1 -40.8 46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 1 -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 -82.7g-130.3 101.0 60 -23.3 -2 . -28.2 -30.8 -33.6 -39. - 2. - 9. -67. - -84.1 02.6 100 -32.6 -35.9 -39A -43.1 -46.9 -55.0 -63.8 -73.3 -83A -94.1 -105.5 -11 .6143.6 Tah)a a_ Annwable Stress neslnn - Cmmnanent and Claddina (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exnosure.Category D. Wind Speed (3 second gust 100 105 110 115 120 130 140 150 160 1 170 180 190 1 200 210 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 -69.1 -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 -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 -86A -95.7 -105.5 35 1 1 -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 -36.2 -38.3 45.0 -52.2 -59.9 -68.1 76.9 -86.2 -96.1 -106.4 -117.4 60 -2 . -29.8 - 2.7 -35, -38.9 -4 . - 3.0 -69.8 -69.2 -8 .6 -9 .6 - 68. -1 99.2 00 1 -37.0 40.8 74.7 -48.9 -53.2 -62.5 -72.5 -83.2 1 -94.6 -105.8 -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, 2015 IRC and the 2017 Florida Building Cade. I 1 6 Table 7, RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2680-17 HARDIE BUILDING PRODUCTS, INC. eshardie.com OGAq�� a� M` �M 'b • •• Wind Speed (mph) for HardiePlank Lap Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part land Pa(�3 • u '.a �m 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC 2 Allowable, Ultimate Allowable, Nominal Design Wnd, Speed, Design Wind, Speed, ; 3secOndaustm h Vegas STA E OF ( g p) (3-second gust mph) Applicable to methods v Q ••, ('�q��,v �r: 6 specified In [2015 IBC, Applicable to methods a �/�� '• O r+.� S �� I 2017 FBC] Section specified in Exceptions 1 ....... 1 1609.1.1. as detennined by through 3 of [2015 IBC,(2015 A FigureslC, 2017 FBCI B809.3(1), (2) or 201716091 1FBq ection �".�a<®ems,®f t1�rPSB fs.e't j f (3). Coefficlents used in Table 6 calculations for Vw, Wind enure ratenn Wind exnnsure ratenn Sidinn I K. Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building Heightl.2 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D 110.85 GCo GCa HardiePlank 5/16 6.25 No. 8 x 1- 5/8" long x 0.375" HD wafribbed screwss Scews6 Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 12 0-15 268 243 221 207 188 171 -103.5 0.7 0.85 1.03 hs60 AA 0.18 20 268 236 216 207 183 167 -103.5 0.7 0.9 1.08 71.4 0.18 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 -1.4 0.18 30 26B 226 200 207 175 161 AD3.5 0.7 0.98 1.16 AA 0.18 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 257 220 203 199 170 157 -103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 253 217 201 196 168 155 -103.5 0.785 1.055 1.245 1 0.85 AA 0.18 50 249 215 199 193 166 164 -iD3.5 0.81 1.09 1.27 1 0.85 AA 0.18 55 246 213 197 190 165 153 103,5 0.83 1.11 129 1 0.e5 -1.4 0,19 60 243 211 196 186 163 152 -103.5 0.85 1.13 1.31 1 0.65 -1.4 0.19 100 201 178 167 156 138 130 -103.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.19 HardiePlank 6116 6.25 No. 8 x 1- 5/8" long x 0.375" HD ribbed scrcrews6 wews Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0-15 236 214 195 183 166 151 -80.6 0.7 0.85 1.03 h:0 1 1 85 0WiA -14 018 20 236 208 190 183 161 '147 -80.6 0.7 0.9 1.08 25 236 204 187 183 158 145 •80.6 0.7 0.94 1.12 1 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 40 227 104 179 176 150 139 -80.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 223 192 177 173 148 137 -60.6 0.785 1.005 1.245 1 0.85 -1.4 0.18 50 220 189 175 170 147 136 -80.6 0.81 1.09 1,27 1 0.85 74 5.18 55 217 188 174 168 146 135 -8D.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 -80.6 0.85 1.13 1.31 1 0.851 AA 10.18 100 177 157 148 137 122 114 -80.6 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 7.25 No. 8 x 1- 5/8' long x 0.375" HD d Waferherfiead screws Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 12 0-15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 hs60 1 1 0.85 0.85 AA -1.4 0.18 0.18 20 213 188 171 165 145 133 1 -65.3 0.7 0.9 1.08 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1A 0.18 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -1A 0.18 40 204 175 161 158 135 125 -65.3 0.76 1.04 1.22 1 0,85 -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 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.2 1 0.85 -1.4 0.18 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 1 0.85 F74 o.18 -1 a-0 F 16o 142 133 124 110 103 -65.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.1a HardiePlank 5116 7.5 No. 8 x 1- 5/8" long x 0.375" HD ribbed waferhead screwse Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 12 0-15 208 188 171 161 146 133 -62.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.1 20 208 183. 167 161 142 130 -62.3 0.7 0.9 1.08 1 0.85 -1A 0.18 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 1 0.85 -1 A 0.18 30 208 176 161 161 136 125 -62.3 0.7 0.98 1.16 1 0.85 AA 0.18 35 203 173 159 158 134 123 -52.3 0.73 1.01 1.19 1 0.65 AA 0.19 40 199 170 157 154 132 122 -62.3 0.76 1.04 122 1 0.85 -1A 0.18 45 196 168 156 152 130 121 -62.3 0.795 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 0.18 55 191 165 153 148 128 119 -62.3 0.83 1.11 129 1 0.85 -1.4 0.18 60 166 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 0.85 AA 0.18 100 156 138 130 121 107 101 -52.3 0.99 1.28 IA3 h>60 1 0.85 -1.8 0A8 Hard]ePlank 5/16 8 No. 8 x 1- 5/8" long x 0.375" HD waferhearibbed Screws6 screwssheathing Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16"thlclk WSP 12190 015 198 180 164 154 139 127 58.9 0.7 0.85 1.03 hs60 1 0,85 -1,4 0.18 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1A 0.18 198 171 157 154 133 122 -58.9 0.7 0.94 1.12 1 0.85 -1.4 0A8 198 168 154 154 130 119 -56.9 0.7 0.98 1.18 1 0.85 -1.4 0.18 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0.85 -1A 0.18 R40 163 150 148 126 116 -56.9 0.76 1.04 1.22 1 0.115 -1A 0.18 187 161 149 145 125 115 -56.9 0.785 1.065 1.245 1 0.85 -1A 0.18 184 159 147 143 123 114 -56.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 182 158 146 141 122 113 -56.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 180 156 145 139 121 112 -56.9 0.65 1.13 1.31 1 0.85 74 mis 100 1 149 132 124 115 102 96 .58.9 0.99 1.28 1.43 h>60 1 0,85 -1.8 0.18 i JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info o�jameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2688-17 opt+++++VX, 0GAI�V -� oe 9�+D•• i 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC ; 10• 21 w , + y 1��'f J� _y ' •. a5 . n ,�• STATE OF ;* Ce J' °' oiC� �••� R I®� , •' 'V �0�� a F •...... r� ®� "s/O • •E��}+ o NAl- Coefficients used In ions �ionsfor V,gr Allowable, Ultimate Design Wnd, Speed, V�3.5 3-second gust mph) Allowable, Nominal Design Wind, Speed, VaW 3-second gust mph Applicable to methods specified in [2015 IBC, 2017 FBCj 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 [2015ISC, 2017 FBCj Section 1609.1.1. Wind a osure category Wind a osure category Siding K. Product PProduct Thickness (inches) Width (Inches) Fastener Type Fastener Sparing Frame Type Fastener Spacing (inches) Building Height .2 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ka Kd G G Hard[ePlank 6116 8.25 No. 8 x 1- 5/8" long x 0.375" HD screws' 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 0.7r0.494 1.03 h580 1 0.85 AA 0.18 20 194 171 156 150 133 121 -54.4 0.7 1.08 1 0.85 AA 0.18 25 194 168 163 150 130 119 .54.4 0.7 1.12 1 0.85 -1.4 0.18 30 194 164 151 150 127 117 -54A 0.7 1.16 1 0.85 -1A 0.18 35 190 162 149 147 125 115 -54A 0.73 1.19 1 0.85 AA 0.18 40 186 169 147 144 123 114 -54.4 0.76 1.22 1 0.a5 -1.4 0.18ribbed 45 183 157 146 142 122 113 54.4 0.785 1245 t 0.85 1.4 o.1awaferhead 50 180 156 144 140 121 112 -54.4 0.81 1.27 1 0.85 -1A 0.18 55 178 154 143 138 119 111 -64.4 0.83 1.11 US 1 0.85 -1.4 10.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 6.85 FTAT0.18 100 146 129 121 113 100 94 -54A 0.99 1.26 1.43k h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.25 No. 8 x 1- 518" longX 0.375" HD ribbed waterhead screws' Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7116" 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 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 AA 0.18 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 AA 0.18 40 172 147 136 133 114 106 -46.3 0.76 1.04 122 1 0.85 -1.4 0.18 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 AA 0.18 5o 166 143 133 129 111 103 46.3 0.81 1.09 1.27 1 0.85 AA 0.18 55 164 142 132 127 110 102 46.3 0.83 1.11 1.29 1 0.65 -1.4 0.18 60 162 141 131 US 109 101 -46.3 0.85 1.13 1.31 1 0.85 AA 0.18 too 134 119 112 104 92 87 46.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.5 No. 8 x 1- 518" long x 0.375" HD ribbed wafedlead screws' Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0-15 176 159 145 136 123 112 -44.5 0.7 OAS 1.03 N560 1 0.85 -IA 0.18 20 176 156 141 1 136 120 109 -44.5 0.7 0.9 1.08 1 0.85 AA 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 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 1 0.85 AA 0.18 40 169 144 133 131 112 103 -44.5 0.76 1.04 1.22 1 0.85 -1.4 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 1D1 -44.5 0.81 1.09 1.27 1 0.85 AA OAS 55 161 139 129 125 108 100 -44.5 0.83 1,11 1.29 1 0.85 AA 0.18 60 159 138 128 123 107 99 44.5 0.85 1.13 1.31 1 0.85 AA 0.18 100 132 117 102 91 -44.5 0.99 1.26. 1.43 h>60 t 0.85 -1.8 0.18 HardiePlank 5/16 12 No. 8 x 1- SIB" long x 0.375" HD ribbed waferhe6 screws' Blind screwed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 12 0.15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 h560 1 0.85 AA 0.18 20 US 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 -1A 0.18 30 148 125 115 115 97 89 -31.6 0.7 ' 0.98 1.16 1 0.85 -1.4 0.18 35 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -1A OAS 40 142 121 112 110 94 87 -31.6 0.76 1.04 122 1 0.85 -1.4 OAS 45 140 120 111 108 93 86 -31.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 138 119 107 92 -31.6 0.81 1.09 1.27 1 0.85 AA 0.18 55 136 118 105 91 -31.6 0.83 1.11 1.20 1 0.85 -1.4 0.18 60 134 116 104 90 -31.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 86 -31.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 5.25 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" thick WSP sheathing 8 G-15 248 225 204 192 174 158 -88.7 0.7 0.85 1.03 h560 1 0.85 -1.4 GAS 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.86 -1.4 0.18 30 248 209 192 192 162 149 -88.7 0.7 DAS 1.16 1 0.85 -1.4 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 1.04 122 1 0.85 -1.4 o.1a 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 1 0.85 50 230 199 184 178 164 143 .88.7 0.81 1.09 1,27 1 0.85 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 AAO, 60 225 195 161 174 151 140 -81.7 0.85 1.13 1.31 1 085 100 188 165 155 144 128 120 88.7 0.99 1.28 1.43 h>60 1 0.85 L RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX 00t90�\®O IV,q • JAMES PROJECT: RIO-2688-17 3� HARDIE BUILDING PRODUCTS, INC. 1-888-642-7343 info@jameshardie.com 1 w 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC K3 t Ot7,QT",•' �� 0�6 Allowable, Ultimate Allowable, Nominal PLO Design Wind, Speed, Design Wnd, Speed, `,' •.,,.• 8� Vt03.5, V.,4.6. t� �l1 A� (3-second gust mph (3-second gust mph)U O N IV Applicable to methods . `�'v�la!lSPPPer specified in [2015 IBC, Applicable to methods 2017 FBC] Section specified In Exceptions 1 1609.1.1, as determined by through 3 of [20151BC, 12015 IBC, 2017 FBC] 2017 FBC] Section Figures 16D9.3(1), (2) or 1609.1.1. (3). Coefficients used In Table 6 calculations for Vwt Wind exposure category Wind exposure category Siding K, Product L Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Sparing (inches) Building Heightt'� (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D K. Kd G G 0-15 222 201 183 172 156 142 1 -70.9 0.7 0.85 1.03 h560 1 0.85 -1A 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 0.85 -1.4 0.18 HardiePlank 5116 6.25 0:090" shank X 0.215" HD X 1.5" long ring shank na0s Blind nailed to WSP 2X4 woad or 20 ga. steel framing, 7/16" thick WSP sheathing 8 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.18 1 0.05 -IA 0.18 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.86 -1.4 0.18 40 213 182 168 165 141 130 -70.9 0.76 1.04 122 1 0.85-1.4 0.18 45 209 180 166 162 139 129 -70.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.55 -1.4 0.18 55 204 1 176 163 158 136 126 -70.9 0.B3 1.11 129 1 0.85 -IA 0.18 60 201 174 162 156 135 125 -70.9 0.85 1.13 1.31 1 0.05 -1.4 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.26 1.43 h>60 1 OM -1.8- 0A8 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 hs'60 1 0.85 -IA 0.18 20 202 178 163 157 138 126 -59.1 0.7 0.9 1.08 1 0.85 -IA 0.18 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -IA 0.18 Hard[ePlank 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, 7/16" thick WSP sheathing 8 30 202 171 157 157 132 122 -59.1 0.7 0.98 .16 1 0.85 -1.4 0.18 35 198 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -IA 0.19 45 191 164 152 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 108 162 150 146 126 116 -59A 0.81 1.09 1.z7 1 0.86 AA 0.18 55 186 161 149 144 124 116 -59.1 0.83 1.11 1 29 1 0.85 .1.410.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 1 6.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 h>60 1 0.85 .1.8 0.18 0.15 198 180 163 154 139 127 -66.8 0.7 0.86 1.03 h580 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.8 0.7 0.9 1.08 1 0.85 -IA 0.18 25 198 171 157 164 • 133 121 -56.8 0.7 0.94 1.12 1 6. 55 -1.4 0.18 HardiePlank 5/16 7.5 0.090" shank X 0,216' HD hang Blind nailed to 2X4 wood or 20 ga. steel framing, 8 30 198 168 154 164 130 119 -56.8 0.7 0.98 1.16 1 0.85 -IA 0.19 35 194 165 152 150 128 118 -56.8 0.73 1.01 1.19 1 0.85 -IA 0.18 40 19D 163 150 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -IA 0.18 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 AA 0.18 X 1.5" ring shank nails WSP 7/16" thick WSP sheathing 50 184 159 147 143 123 114 -56.8 0.81 1.09 1.27 1 0.86 -1.4 0.18 55 182 167 146 141 122 113 -56.8 0.83 1.11 1.29 1 0.a5 -IA 0.18 60 180 156 145 139 121 112 -%.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 hss0 1 0.85 -1.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 191 165 161 1 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 8 0.090° shank X 0.215" HD X 1.5 nk Blind nailed to 2X4 wood or 20 ge. steel framing, B 30 191 161 148 148 125 116 -62.6 0.7 0.98 1.16 1 0.85 -IA 0.18 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 AA GAS 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 180 155 143 140 120 111 -52.5 0.785 1,065 1.245 1 0.85 AA 0.18 ring shank ank nags WSP 7/16" thick WSP sheathing 50 177 M 142 137 118 110 -52.5 0.81 1.09 1.27 1 0.95 -1.4 0.18 55 175 151 141 136 117 109 -62.5 0.83 1.11 1.20 1 0.85 -1.4 0.18 ' 60 173 150 139 134 116 108 -52.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 10D 143 127 119 111 98 92 -52.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0.15 187 170 154 145 132 120 -50.7 0.7 0.85 1.03 hs60 1 0.65 AA 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 6116 8.25 0.090" shank X 0.215" HD X 1.5"long Blind nailed to 2X4wood or 20 ge. steel framing, S 30 187 158 146 145 123 113 -60.7 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 0.85 -IA 0.18 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 AA 0.18 45 177 152 140 137 118 109 -50.7 0,785 1.065 1.245 1 0.85 -1.4 0.18 ring shank nails WSP 7/16" thick WSP sheathing 50 174 150 139 135 116 108 -50.7 0.81 1.09 1.27, 1 10.85 -1.4 0.18 55 172 149 138 133 115 107 5D.7 0.83 1.11 1.29 1 0.85.-1.4 0.18 60 170 - 147 137 132 114 106 -50.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 141 125 117 109 1 97 1 91 -50.7 1 0.99 1 1.26 1 1.43 1v60 I 1 10.851 -1.8 10.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS, INC. .-I GA •f-7'1.10 °°°°°°ael /�®0GA���e//j 9lI``�, •••.�.j� info@ jameshardle.corn ,%%,rN�l 1 2015 IBC, 2017 FBC 20151BC, 2017 FBC Allowable, Ultimate Allowable, Nominal 4 Design Wind, Speed, Design Wind, Speed, ®•off :••• STATE OF •e u4,5 J w'�, �d ` (3-second gust mph) (3-second gust mph) ��+ '•. FC OR 1' T'• : • V '0 Applicable to methods A •••-•....••••��� specified in [2015IBC, Applicable to methods UUs/nfj� m p� `cis 2017FBC]Sectlon specified V (or'; 1609.1.1. as determined by through 3 of 120151BC, [20151BC, 2017 FBC] 2017 FBC] Section Figures 1609.3(1), (2) or 1609.1.1. (3). Coefficients used In Table 6 calculations for Vwt Wind exposure tego Wind exposure categoryl Siding Ic, Product Product � TtYidkness (inches) Width (inches) Fastener Type Fastener Sparing Frame Type Fastener Spacing (inches) Building Height . 2 (feet) B C D B C D Allowable Design Load (PSI) Exp B Exp C Exp D I<a Ka I GCp I GCa 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1 1.03 hs60 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 AA 0.18 25 175 151 139 136 IV 107 -44.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 0.090" shank X a 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 30 175 148 136 136 115 105 -44.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 168 .144 133 130 111 103 -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 50 163 140 130 126 109 101 -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 1291 0.85 -1.4 0.18 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 to60 o 132 117 102 90 -44.3 0.99 126 1.43 IP60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -13.0 0.7 0.85 1.03 hs8o 1 0.85 AA 0.18 20 173 152 139 134 118 108 -43.0 0.7 0.9 1.08 1 0.85 -1.4 0.19 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5 0.090" shank X a 215" HD X 1.5" long ring shank nails Blind nailed to WSP 2X4wood or 20 ga. steel framing, 7/16" thick WSP sheathing 8 30 173 146 134 134 113 104 -43.0 0.7 0.98K1.246 1 0.85 -1.4 0.18 35 169 144 132 131 111 103 -43.0 0.73 1.01 1 0.85 -IA 0.19 40 166 142 131 128 110 101 -43.0 0.76 1.04 1 0.86 AA 0.18 45 163 140 129 126 108 100 -43.0 0.785 1.065 1 0.85 -1.4 0.18 50 160 138 128 124 107 99 -43.0 0.81 1.09 1 0.05 -1.4 0.18 55 158 137 127 123 106 98 -43.0 0.83 1.11 1 0.85 AA 0.18 60 157 136 126 121 105 98 43.0 0.85 1.13 1 0.85 -IA 0.18 100 130 115 100 89 -43.0 0.99 126 h>60 1 0.85 -1.8 0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 h560 1 0.85 A. 0.18 20 151 133 122 117 103 94 33.0 0.7 0.9 1.08 1 0.85 AA 0.18 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 12 0.090" shank X 0shan X Blind nailed to 2X4 wood or 20 ga. steel framing, 8 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 0.73 1.01 1.19 1 0.85 AA 0.18 40 145 124 114 112 96 89 -33.0 0.76 1.04 122 1 O.S5 -1.4 0.19 45 143 123 113 111 95 88 -33.0 0.7B5 1.055 1.246 1 0.85 -IA 0.18 X 1.5"long ring shank nail WSP 7/16" thick WSP sheathing 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 1 0.86 -1.4 0.18 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 137 119 110 106 92 86 -33.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 114 88 -33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.2L hs60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 25 283 244 224 '219 189 173 -115.8 0.7 0.94 1.12 1 0.85 AA 0.18 HardiePlank 5/16 5.25 0.090" shank X 0.215" HD X g s long ring shank nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7116" thick WSP sheathing 6 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 277 236 217 216 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1A 0.18 40 272 232 215 211 180 166 -116.8 0.76 1.04 122 1 0.85 .1.4 0.18 45 267 230 212 207 178 164 -115.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 5o 263 227 210 204 176 163 -115.8 0.81 1.09 127 1 0.86 -1.4 0.18 55 260 225 209 201 174 162 -115.8 0.83 1.11 129 1 0.85 -1.4 0.18 60 257 223 207 199 173 160 -116.8 0.85 1.13 1.31 1 0.85 -IA 0.18 100 213 189 177 165 146 137 -115.8 0.99 128 1.43 h>60 1 0.85 -1.8 0.18 0-15 263 230 209 196 178 162 -92.6 0.7 0.B5 1.03 hs60. 1 0.85 -1.4 0.18 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 253 219 200 196 169 155 -92.6 0.7 0.94 L12 1 0.86 -IA 0.18 HardiePlank 5/16 6.25 0.090" shank X 0shan X ring shank long ring s nails Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16'thick WSP sheathing 6 30 253 214 197 196 166 152 -92.6 0.7 0.98 1.16 1 0.85 -1A 0.18 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 243 208 192 188 161 149 -92.6 0.76 1.04 122 1 0.85 -IA 0.18 45 239 205 190 185 159 147 -92.6 0.785 1.085 1.245 1 0.85 -IA 0.18 50 235 203 188 182 157 146 -926 0.81 1.09 127 1 0.85 -1.4 0.18 55 233 201 187 180 156 145 -92.8 0.83 1.11 129 1 0.85 -IA 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.85 -IA 0.18 100 190 169 158 147 131 123 -92.6 0.99 1.26 1 1A3 h>60 1 1 0.85 -1.8 0A8 b 0 1 10 RONALD 1. OGAWA ASSOCIATES, INC. 16836 ALGONQUIN STREET 9443 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 a' GAW 10 0 4 21 e � 0 e � STAj� Of • 2015IBC, 2017 FBC 20151BC, 2017 FBC �� °t ,�� • ' FL 0 R��P•'�Ao O °• - •. FFs r�' • • • • `Applicable Allowable, Ultimate Design Wind, Speed, 3,5 VW , (3-second gust mph) Allowable, Nominal Design Wind, Speed, V d 4,5 (3-second gust mph) to methods0NALspecified In120151BC, 2017 FBC] Section Applicable to methodsD specified in Exceptions 1 1609.1.1. as determined by through 3 of [20151BC, [20151BC, 2017 FBC] 2017 FBC] Section Figures 1609.3(1), (2) or 1609.1.1. (3). Coefficients used In Table 6 calculations for VWr Wind exposure categoryWind exposure cate o Siding f(, Product Product Thickne's flinches Width (inches) Fastener Type Fastener Spacing Frame Type Fastener Spacing (inches) Building z H(feet) B C D B C D Allowable Design Load (PSF) Exp B Fakp C Exp D tGn fCa GC GCpj 0-15 231 210 191 179 163 148 .77.2 0.7 0.95 1.03 hs60 1 0.85 -1A 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1A 0.18 25 231 200 183 179 155 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 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, 7/16" thick WSP sheathing 6 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.18 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 -1A 0.18 40 222 190 175 172 147 136 -77.2 0.76 1.04 122 1 0.85 -1A 0.18 45 218 187 173 169 145 134 -77.2 0.785 1.065 1.z45 1 0.85 -1A 0.18 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 212 184 170 164 142 132 -77.2 0.83 1.11 129 1 0.85 -1.4 0.18 60 210 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 174 154 145 135 119 112 -77.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 hs60 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 25 227 195 179 175 151 139 -T4.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 0.090" shank X 0.216" HD X 1.5" long shankWSP nail Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7H6" thick sheathing 6 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 1A9 1 0.85 -1.4 0.18 40 217 186 172 168 144 133 741 0.76 1.04 i2z 1 0.85 -1.4 0.19 45 214 184 170 166 142 132 -74.1 1.245 1 0.85 -1A 0.19ring 50 211 182 168 163 141 130 -74.1 1.27 1 0.85 -1.4 0.18 5208 110 167 161 139 129 -74.1 1 129 1 0.85 -1.4 0.18 206178 166 159 138 128 -74.1 X1.06515 3 1.31 1 0.85 AA 0.16 100 170 151 142 132 117 110 -74.1 6 1.43 h>60 1 0.85 -1.8 0.18 0-15 218 198 180 169 153 139 -68.6 5 1.03 hsG0 1 0.85 -1.4 0.18 20 218 192 176 169 149 136 -68.6 1.08 1 0.85 -1.4 0.18 HardlePlank 5/16 g hank0.0901, shank X 1. 5" 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 25 218 180 172 169 146 133 -68.6 4 1.12 1 0.85 -1.4 DAB 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 209 179 165 162 139 128 -68.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 206 177 163 159 137 127 89.8 0.785 1.065 1.245 1 0.85 -1A 0.18 50 203 175 162 167 135 125 -68.B 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 200 173 161 155 134 124 -68.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 198 172 159 153 133 123 -68.6 0.65 1.13 1.31 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.a5 1.D3 hs60 1 0.85 -1.4 0.18 20 214 189 172 166 146 133 -66.0 0.7 0.9 1.08 1 0.85 -1A 0.18 HardiePlank 5/16 8.25 shank" shank X 0.1.6" HD long Blind nailed to 2X4 wood or 20 ga. steel framing, 6 25 214 184 169 166 143 131 -68.0 0.7 0.94 1.12 1 0.85 -1A 0.18 30 214 181 166 166 140 129 -68.0 0.7 0.98 1.16 1 0.85 -1A 0.18 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1A 0.18 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5" ring shank nails WSP 7/16" thick WSP sheathing 45 202 173 160 156 134 124 -60.0 0.785 1.065 1245 1 0.85 -1A 0.18 50 199 17l 159 154 133 123 -66.0 0.81 1.D9 1.27 1 0.85 -1.4 0.18 55 196 170 157 152 132 122 66.0 0.83 1.11 129 1 0.85 -1.4 0.19 60 194 168 156 150 130 121 -B8.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 161 142 134 124 110 104 -66.0 0.99 1.2e 1.43 roso 1 0.85 1-1.8 0.1e 0-15 200 182 165 155 141 128 -57.9 o.7 o.85 i.o3 tkseo 1 o.85 -1.4 0A8 20 200 177 161 155 137 125 -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 -1.4 0.18 HardiePlank 5116 9.25 0.090" shank X 0.216" HD X 1.5" long ring shank nag s Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16" thick WSP sheathing 6 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 192 164 152 149 127 117 -57.9 0.78 1.04 122 1 0.85 -1A 0.18 45 189 162 150 146 126 116 -57.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 186 160 149 144 124 115 .57.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 184 159 148 142 123 114 -57.9 0.83 1.11 129 1 0.85 -1.4 0.18 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 0.99 126 1.43 h>60 1 0.85 .1.8 0.18 I� q I JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(6jameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2688-17 2015IBC, 201F7 FBC 2015IBC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, s,s Vuh as V sd , 3-second gust mph) (3-second gust mph) Applicable to methods specified in (20151BC, Applicable to methods 2017 FBCj Section specified In Fiueptions 1 1609.1.1. as determined by through 3 of [2015 IBC, 120151BC, 2017 FBC) 2017 FBC) Section Figures 1809.3(1), (2) or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,di Wind a osure category Wind exposure categoryl Siding K: Product ProductFastener T�Ilckness (Inches) Width (inches) Fastener Type Fastener Spacing Frame Type Spacing (inches) Building Heights Z (feet) B C D B C D Allowable Design Load (PSO Fxp C F-xp D K. ICa GC, G 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 hs60 1 0.85 -IA 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 197 170 156 153 132 121 56.2 0.7 0.94 1.12 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 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 -58.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 DAB 45 186 160 148 144 124 115 -58.2 0.78.5 1.065 1.245 1 0.65 -1.4 0.18 50 183 168 146 142 122 113 -56.2 0.81 1.09 127 1 0.85 -1.4 0.18 55 181 157 145 140 121 113 -W.2 0.83 1.11 1.29 1 0.85 -IA 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 148 131 123 115 102 95 -56.2 0.99 128 1.43 h>60 1 0.05 -1.8 0.18 0.15 173 157 142 134 121 110 43.1 0.7 0.85 1.03 hs6o i 0.85 -1.4 0.18 173 152 139 134 118 108 -43.1 0.7 0.9 1.o8 1 0.85 -IA 0.18 173 149 137 134 115 106 43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardiePlank 5/16 12 0.090" shank X 0.215" HD X 1.5" long ring shank Blind nailed to WSP 2X4 wood or 20 ga. steel framing, 7/16° thick WSP sheathing 6 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 169 144 132 131 111 103 43.1 D.73 1.01 1.1s 1 0.85 -1.4 D.1e K 166 142 131 128 110 101 43.1 0.76 1.04 122 1 0.85 -1.4 0.18 163 140 130 126 108 100 43.1 0.785 1.065 1.245 1 0.es -1.4 0.8 161 138 128 124 107 99 -43.1 0.81 1.09 127 1 0.85 .1nails 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1A 0.18 1 too 130 115 101 89 -43.1 0.99 1.28 1.43 h>80 1 0.85 -1.8 0.18 1 Building height = mean roof height (in feet) of a building except that eave height shall be used for roof angle O less than or equal to 10° (2-12 roof slope). 2. Linear interpolation of building height ( 60 ft) and wind speed is permitted. 3. V ft = ultimate design wind speed 4. Vasd = nominal design wind speed S. Wind speed delsign assumptions per Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:1)i=1, Kd=0.85, GCP 1.4 (h960), GCP=1.8 (h>60), GCq 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: I 1) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 pGAW,q 0 .24 21 �a b STA3E OF 12 ,I, 0