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File Curs, Florida Product Approval AEVIE ® = CODE COMPLIANCE HardiePlank®- Lap Siding sT. L _ IE COU BOCC 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, 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® " 'o Lap g Sidin JamesHardie EFFECTIVE MAY 2016 INSTALLATION REQUIREMENTS- PRIMED&COLORPLUS® PRODUCTS Visit www.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 HARDIEZONETM PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE& HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS 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.Position cutting station in well-ventilated area joints.Carry planks on edge. Protect 2.Use one of the following methods: 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 HardieBladesaw blade and HEPA vacuum extraction NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. c.Good: i.Dust reducing circular saw with 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 at www.jameshardle.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. soaanos 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.j_amehardie.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 Constructionable Wahl Single Wall Do not use HardiePlank lap siding in fascia or trim applications. • 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 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 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 followingjoint treatment options Figure 2 Nail line(If nail p stud line is not Iare required by code(as referenced 2009IRC present place - R703.10.2) fastener A.Joint FlashingJames Hardie recommended) - between from ( � in.&1"from 3/4 ° B.Caulking'(Caulking is not recommended rews alive 4 INaS in.from top of plank) _ °° for ColorPlus for aesthetic reasons as the barrier edge of plank Caulking and ColorPlus will weather o° joint °o 00 o vvater-resistive differently.For the same reason, flashing ° --�-" barrier do not caulk nail heads on ColorPlus products.} HardlePlanesiding °°°°0 0 0°0° fastener C."H" jointer cover o°0 000 Install a 1 1/4 in.starter strip to install planks in °o° 0 0 ensure a consistent plank angle moderate contact at butt joints 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 Hardie®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 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.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 DEATH. HS11119-P1/4 05/16 y V CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path,Steps to Siding Z Flashing As requlred r by lRC codo I .man4ir�x4m �; - Min.'/4 in Do not caulk' in. 1 in.-2 in Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Flashing 'k Z Fiasning Z Fla hi ng x o - ' Z FIE ping J . -•a r r •; 61n � 1 •' Min t/a in m.d��tn Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension (Recommended in HZ10 F r Z-FIa Min '/a t , D caulk; 1 FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlanke 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 Panelfast•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.. 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) •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in,long x 0.375 in.HD). stud O.C.in. max. Stud r� O.C.max Figure 15 Figure 16 1 1/4 in.min. _ overlap ""— Minimum overlap for Both Face I I - , Nail Line/ and Blind Nailing - i Blind Nail I p face nail min.1 1/4 in. I overlap Water Resistive I wabarrier ter-resistive b 1 1/4"min. Barrier Overlap 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 05/16 r � y >O GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel. James Hardie products can be hand nailed or fastened with a pneumatic tool. Electro-galvanized are acceptable but may exhibit premature corrosion. Pneumatic fastening is highly recommended. Set air pressure so that the James Hardie recommends the use of quality,hot-dipped galvanized nails. fastener is driven snug with the surface of the siding.A flush mount James Hardie is not responsible for the corrosion resistance of fasteners. attachment on the pneumatic tool is recommended. This will help control the Stainless steel fasteners are recommended when installing James Hardie® depth the nail is driven.If setting the nail depth proves difficult,choose a products near the ocean,large bodies of water,or in very humid climates. setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). 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 ® ® ' countersunk, 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. PAINTING • NOTE:Published wind loads may not be applicable to all areas where Local DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie® Building Codes have specific jurisdiction.Consult James Hardie Technical Products.James Hardie products must be painted within 180 days for primed Services if you are unsure of applicable compliance documentation. product and 90 days for unprimed.100%acrylic topcoats are recommended. • Drive fasteners perpendicular to siding and framing. Do not paint when wet.For application rates refer to paint manufacturers • Fastener heads should fit snug against siding(no air space).(fig.A) specifications.Back-rolling is recommended if the siding is sprayed. • Do not over-drive nail heads or drive nails at an angle. CUT EDGE TREATMENT • 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 Caulk,paint or prime all field cut edges.James Hardie touch-up kits are hammer(For steel framing,remove and replace nail). required to touch-up ColorPlus products. • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing CAULKING direct to OSB or plywood should only be used when traditional framing is For best results use an Elastomeric Joint Sealant complying with ASTM C920 not available. Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM • Do not use aluminum fasteners,staples,or clipped head nails. 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 party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry 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 y >o COVERAGE CHARTIESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANr LAP SIDING WIDTH SQ 5114 61/4 7114 71/2 8 81/4 91/4 91/2 12 (1 SQ=100 sci t.) (exposure) 4 5 6 61/4 6 3/4 7 8 8114 10 3/4 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 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,HardiePlankO 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 FL4889,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. ©2016 James Hardie Building Products. All rights reserved. Additional Installation Information, TM,SM,and 0 denote trademarks or registered trademarks of James Hardie Technology Limited.M is a registered trademark Warranties,and Warnings are available at JamesHardie of James Hardie Technology Limited. www.jameshardie.com Panelfast is a registered trademark of ET&F Fastening Systems,Inc. HS11119-P4/4 05/16 ;- \� /� j \ j . ,. �'�� ;-�_ \'� s r PY PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS REVIEWED FOR JAMES HARDIE BUILDING PRODUCTS C ®E COMPLIANCE ELM AVENUE ST. L UCIE COUNTY FONTONTANA, CA 92337 Bocc 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 1. OGAWA&ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 �O�p°soesem�impo HUNTINGTON BEACH, CA 92649 o9oa �•OGA• 714-292-2602 714-847-4595 FAX °o° •. 0. 2 121 OF .101 ��Pm✓`mm>°�68'�F�6 1 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. 1-B88-542-7343 info@jameshardie.com EVALUATION SUBJECT HardlePiank@ Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank@ Lap Siding,CemPlank@ Siding,PrevailTM Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 Intemational Building Code@ EVALUATION PURPOSE: This analysis is to determine the maximum 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 / ''earl{��.D�A� a � �' 21 pP`o'>ieeia®asi®i 2 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. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1.Results of Transverse Load Testing Report Number 3148104COO-002 3148104COQ-002 100717048COQ-003 100717048COQ-003 Test Agency Intertek Intertek Intertek Intertek Thickness(in.) 0.3125 0.3125 0.3125 0.3126 Width(in.) 5.25 9.25 8.25 8.25 Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Frame Type w/7/16" w/7/16" w/7116" w/7/16" OSB sheathing OSB sheathing OSB sheathing OSB sheathing Frame Spacing(in.) 12 12 0 6 Fastener Type #8 waferhead screw,1 #8 waferhead screw,1 4d ring shank siding 4d ring shank siding 5/8"x 0.375"HD 518"x 0.375"HD 1.5"x 0.090"x 0.215" 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(psro 310A 138.8 152 198 Design Load r 1035 46.3 50.7 66.0 Effective Tribute Area 0.333 0.657 0.389 0.292 Fastener Load,as tested (Ibtfastener) 34.5 30.8 19.7 19.3 Adjusted withdrawal design load Calculated fastener withdrawal load is compared with the (lb/fastener).W 35.6 35.6 test result and the more conservative one will be used. Net Fastener Penetration(in.),P 0.437 0.437 Wood Specific Graft G 0.70 0.70 Nail Shank Diameter(in.),D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR-1539(Ibfin.penetration), 50.9 50.9 W 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 Il,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 w nd/earthquake load=1.6 W=withdrawal design value,calculated per NDS-2015 or ESR-1539,whichever applicable P=fastener embedment depth,in. When nail shank,D,a 0.099 inch but 5 0.375 inch for smooth shank nabs,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 0.099 inch,or in the case of ring shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2. p/B/6eP®s®ter a ® ,a' STAB8,910 OE r 6 3 RONALD I.OGAWA ASSOCIATES,INC. ' 16835 ALGONQUIN STREET f1443 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 will 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)=((5.25-1.25)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 sparing)/144)=((9.25-1.25)X 12)/144=0.667 sq.ft. Fastener load=design load X tributary area=-16.3.5 X 0.667=-30.8 pounds The fastener loads for all other plank widths 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 m n � Q f0 O y O N v«_� Width ccm 3v c cc HardiePlank dth R�O E =Vl 1�L � � ��' -o N C W U N"� I+- 4 O H Ica N 1p (inches) H U 7 LL r0 v W F a❑R- a.J 5.25 310.4 12 0.333 -103.5 -34.6 6.25 12 OA17 80.6 -33.6 7.25 12 0.500 -65.3 1 -32.7 7.5 12 0.521 -62.3 32.4 8 12 0.563 56.9 -32.0 8.25 12 6.583 54.4 -31.8 9.25 -138.8 12 0.667 -46.3 30.8 9.5 12 0.68E -44.5 -30.6 12 12 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=-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 condition to be calculated N m � O N . ' O N HardiePlank Width 2o f 2-6 r 5 c 3 O1 ti m'o N C- W M U N.O & IA (inches) 00 Z) W U) W tC z o a WN (Op J 5.25 8 0.222 -88.7 -19.7 6.25 B 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -66.7 -19.7 a 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 50.7 -19.7 9.25 8 0A44 44.3 -19.7 9.5 8 0.458 -43.0 -19.7 12 8 0.597 1 -33.0 1 -19.7 Table 2C,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"x0.09"x0.215"),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)1144=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 aAowable design load=fastener load tested condition divided by area tributary for the condition to be calcula�D ciao a0i a �l0 OGAyi C v S O J y �,o Q• :• • o m S` HardiePlank Width h E d a o i In m o (inches) F ci W w A w ¢o a LL J 5.25 6 0.167 -115.8 -19.3 6.25 6 0.206 92.6 -19.3 ; 1 21 7.25 6 0.250 -77.2 -19.3 q 6 0.2 - .1 -19.3 8 " -p•:• STATE OF 6 0.281 81 -6868.6 -19.3 � 8.25 9.25 198 6 0.333 57 9 19.3 M��•••'•, v�Ee 9.5 6 0.344 56.1 -19.3 •' O R'O' 12 6 0.448 43.1 1 -19.3 'd>.rrrrireN 4 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-947-4595 FAX PROJECT:RIO-2688A7 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.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 allowable design load is based on factor of safety of 3,allowable design loads an 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 forfiber;cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1A,Figure 26.5-1B,and Figure 26.5-1C. 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 nominal loads 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, gi=0.00256'K%*K,*V {ref.ASCE 7-10 equation 30.3-1) %,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 FBCj Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5-IA,B. or C Equation 2, V=V19 (ref.2015 IBC&2017 FBC Section 1602.1 definitions) V,e,ultimate design wind speeds(3-second gust MPH)determined from[2015 IBC,2017 FBC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5- 1A,B,or C Equation 3, p=cV(GCP GCp) (ref.ASCE 7-10 equation 30.6-1) GCp,product of external pressure coefficient and gust-effect factor GCy,product of internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute q,into Equation 3, Equation 4, p=0,00256•Ki IVKd•V,,2•(GCp GCp,) Allowable Stress Design,ASCE 7-10 Section 24.1,load combination 7, Equation 5, 0.61)+0.6W (ref.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, p-d=0.6113) Equation 7, prod=0.6•[0.00256•Kz•Krt Kd•V,s2'(GCP GCp;)] 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 V., Equation 8, V,y=(pffi,10.6.0.00256•K,•K,•Kd•(GCP GCp,))n5 Applicable to methods specified in Exceptions 1 through 3 of j2015 IBC,2017 FBC)Section 1609.1.1.,to determine the allowable nominal design wind speed(Vasd)for Hardie Siding in Table 7,apply the conversion formula below, Equation 9, Vffid=V,A•(0.6)45 (ref.2015 IBC&2017 FBC Section 1609.3.1) Va d,Nominal design wind speed(3-second gust mph) (ref.2015 IBC&2017 FBC Section 1602.1) Table 3,Coefficients and Constants used in Determining V and p, II/D/o0iiieso, Ka Kd Wall ZoneZC 5 GC t, ,foo \• •. �4' Height(ft) Exp g C p till 0 G A 0-15 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 �0+ 7�'•' 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 0.65 1.4 0.18 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 4 2 35 0.73 1.01 1.19 1 0.85 AA 0.18 � e. 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 f 45 0.785 1.065 1.245 1 0.85 -1.4 0.18 < A 50 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 +'� STATE OF ear till O.ES 1.13 1.31 1 0.85 -1.4 0.18 e�O •'•• •'F(O R 1©Q •' �' 100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 e • •.,,• ,,.. ,,' �`tos`S�o N M- 4 J Y �"�s�esoioi/eDf 5 I 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 HAROIE 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) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -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 -67.8 -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 V-82.9 56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 58.5 -64.8 -71.4 5D -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 42.8 -48.3 -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 -61.8 -68.5 -75.5 60 -1 .5 -19.3 -21.2 -232 -25.2 -29.6 -34,4 -39.5 :4,9 -50. -63.3 - 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 -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 -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 -47.6 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 1 -25.2 -27.6 1 -30.0 -35.2 1 40.8 -46.9 1 53.3 -60.2 1 -67.5 -75.2 1-83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 -37.1 -43.1 49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 -38.0 -44.1 50.6 57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -3B.7 -44.9 -51.5 58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 30.8 -33.6 39.4 4 .7 72. -59. 767.4 75.5 -84.1 -93.2 -102.8 100 -32.6 -35.9 -39.4 43.1 -46.9 -55.0 -63.8 -73.3 -83A -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 -83A -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 53.8 -61.3 -69.2 -77.5 -86A -95.7 -105.5 35 1 -24.5 -27A -29.7 -32.5 1 -35.3 41.5 1 -48.1 55.2 -62.8 -70.9 -79.5 -88.6 1-98.2 -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 A04.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 45.0 -52.2 -59.9 -68.1 76.9 -86.2 -96.1 -106A -117.4 60 -2 .0 -29.8 32, -35.7 -38.9 4 .7 3.0 -60.8 -69.2 -78. -8 .6 797.6 --1 MET 719.2 100 -37.0 40.8 -44.7 48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133A -147.9 -163.0 Tables 4,5,and 6 are based on ASCE 7-1 D and consistent with the 2015 IBC,2015 IRC and the 2017 Florida Building Code. '\,O ...W4 . 2 21 a � a � � a - =_ STATE OF 6 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 info@jameshardie.com 4 i etill sx. GGA�Nq o m Table 7,Allowable Wind Speed(mph)for HardiePlank Lap Siding(Anaiyticai Method in ASCE 7-10 Chapter 30 C&C Part 1 and Pa`3 •' S'• °.•Y �tl 2015IBC,2017 FBC 20151BC,2017 FBC Allowable,Ultimate Allowable,Nominal e 2 u. Design Wind,Speed, Design Wind,Speed, w V03,5' Va`'`'S• STA E OF .' q (3-second gust mph) (3-second gust mph) � ft Applicable to methods p (y'�, • �fi� specified in j Sect IBC, Applicable to methods ^e,.a/c�tSs' 0 R... I 2017 FBC]Section specified in Exceptions 1 pei't'sss 1609.1.1.as determined b through 3 of]20151BC, ®so ht A 1 [2015IBC,2017 FBC] 2017 FBC]Section P%'%' !d N9 - Figures 1609.3(1),(2)or 1609.1A. //AOJffJ (3). Coefficients used in Table 6 calculations for VW, Wind e osure category Wind exposure category Siding r. Product Fastener Building Allowable Width Fastener Fastener Frame Product Thickness Spacing Heightl'� Design B C D B C D (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) ExP B Ecp C ExP D Kn Ka GC, GCa 0-15 268 243 221 207 188 171 -103.5 0.7 0.85 1.03 hsfi0 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 -lA 0.18 No.Sx1- 2X4 wood 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 1 0.85 -lA 0.18 5/8"long x or 20 ga. 30 268 226 208 207 175 161 -103.5 0.7 0.98 1.16 1 0.85 -lA OA8 a 6 Blind steel 35 2 2 223 205 203 173 159 -iO3.5 0.73 1.01 1.19 1 0 65 0.375" B HD - 1.4 0.18 HardiePlank 5/16 5.25 ribbed screwed framing, 12 40 257 220 203 199 170 157 -lo3.5 o.76 izt 122 1 0.85 -1.4 0.18 waferhead to WSP 7/16'thidk 45 253 217 201 196 168 155 -103.5 0.785 1.065 1245 1 0.85 -lA 0.18 WSP 50 249 215 199 193 166 164 -103.5 0.81 1.09 127 1 0.85 -1.4 0.18 screws6 sheathing 55 246 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 243 211 196 188 163 162 1 -103.5 O.B5 1.13 1.31 1 0.85 -1.4 0.18 100 201 178 167 166 138 130 -103.5 0.99 1 1.26 1.43 jh>60 1 0.85 -1.8 0.18 0-15 236 1 214 195 1 183 166 151 -80.6 0.7 0.85 1.03 t2;60 1 0.85 -1.4 0.18 20 236 208 190 1 183 161 147 -80.6 0.7 0.9 1.08 1 0.85 -1.4 10.181 No.8 x 1- 2X4 wood 25 236 204 187 183 158 145 -80.6 0.7 0.94 1.12 1 0.85 -1.4 10.181 5/8"long x or 20 ga. 30 236 200 184 183 155 142 -80.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375'HD Blind steel 35 231 197 181 179 152 140 -80.6 0.73 1.01 1.19 1 U5 -1.4 0.18 HardiePlank 5/16 6.25 ribbed screwed framing, 12 40 227 194 179 176 150 139 -80.6 0.76 1.04 122 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 223 192 177 173 148 137 -80.6 o.785 1.065 1.245 1 0.85 -1.4 0.18 skxewsb WSP 50 220 189 175 170 147 136 80.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 217 188 174 168 145 135 80.6 0.83 1.11 129 1 0., -1.4 0." 60 214 186 173 166 144 134 80.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 177 157 148 137 122 114 -8D.6 0.99 126 IA3 h>60 1 0.85 -1.8 D.1s 0-15 213 193 175 165 150 136 -65.3 0.7 0.85 1.03 h560 1 0.85 -lA 0.18 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -lA 0.18 5/8"long x or 20 ga. 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -lA 0.15 0.375"HD Blind steel 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0.85 -lA OAF HardiePlank 5/16 7.25 ribbed screwed framing, 12 40 204 175. 161 158 135 125 -65.3 0.76 1.04 122 1 0.. -1.4 0.18 waferhead to WSP 7/16'thick 45 201 172 159 156 134 124 65.3 0.785 1.065 1245 1 0.85 1-1.4 0.18 screws6 WSP 50 198 170 158 153 132 122 -65.3 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -lA 0.18 60 193 167 155 150 130 120 -65.3 D.a5 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 1 124 110 103 1 -65.3 0.99 1.26 1 1.43 h>60 1 0.85 -1.8 Me 0-15 208 188 171 161 146 133 -623 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 1 208 183 167 161 142 130 -62.3 0.7 0.9 1.08 1 0.85 -lA 0.18 No.8 x 1- 2X4 wood 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 1 1 0.85 -lA 0.18 5/8"IOng x or 20 ga. 30 208 176 16l 161 136 125 -623 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375-HD Blind steel 35 203 173 159 158 134 123 -623 0.73 1.01 1.19 i *0*.185 -1.4 0.18HardiePlank 5/16 7.6 ribbed screwed framing, 12 40 199 170 157 154 132 122 -62.3 0.76 1.04 122 1 0.18 waferhead to WSP 7116"thick 45 196 168 156 152 130 121 -62.3 0.785 1.065 1245 1 0.18 WSP 50 193 166 154 150 129 119 -62.3 0.81 1.08 1.27 1 0.18 screwsb sheathing 55 191 165 153 148 128 119 -62.3 0.83 1.11 129 1 0.19 60 188 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 0.18 100 156 138 130 121 107 101 -62.3 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 164 154 139 127 -55.9 0.7 0.85 1.03 Ihs60 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -lA 0.18 No.8 x 1- 2X4 wood 25 198 171 157 154 133 122 1 -56.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 198 168 154 154 1 130 119 -56.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 ribbed screwed framing, 12 40 190 163 150 148 126 116 -55.9 0.78 1.D4 122 1 0.85 -lA 0.18 waferhead to WSP 7/16"thick 45 187 161 149 145 125 115 -56.9 10.785 1.065 1.245 RM -1.4 0.18 WSP 50 184 159 147 143 123 114 -56.9 0.81 1.09 127 -1.41 0.18 screws sheathing 55 182 158 146 141 122 113 -56.9 0.83 1.11 1.29 -1.4 0.18 60 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 -1A 0.18 100 149 1 132 124 1 115 102 1 96 1 -56.9 0.99 1.26 1.43 h>60 1 1 10.85 1-1.8 1 0.1E 7 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIG-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. pl/o/�oA�ro 1-888-542-7343 fo@jameshardie.com 0�1160 �0a �)'1, OGA o� eye 2015 IBC,2017 FBC 2015 IBC,2017 FBC Allowable,Ultimate Allowable,Nominal `� �• ! a Design Wind,Speed, Design Wind,Speed, a v 4 •. (3-second gust gust mph) (3-second gust st mph) ' STATE OF e Applicable to methods specified in[2015 IBC, Applicable to methods s O�•••• f Q R��r '�(� i�A p1 2017.1.asd deteSectrmined specified in Exceptions01IBC. l ®�v�/••,,,•••,,.•��` 1A 1� 1609.1.1.as determined by through 3 of[2015 IBC, (J ! G •lJS11 [2015 IBC,2017 FBC] 2017 FBC)Section �s 0 [.. Figures 1609.3(1),(2)or 1699.1.1. ��®moopI�Oil bo (3). Coefficients used in Table 8°��c7iRgns for VW, Wind exposure category Wind exposure category Siding K. Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'•' B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D Ka K, GCp I GCp 0-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 tM60 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 1 0.85 -1.4 10.18 No.8 x 1- 2X4 wood 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 194 164 151 1 150 127 117 -54A 0.7 0.98 1.16 1 0.85 -1A 10.18 0.376"HD Blind steel 35 190 162 149 147 125 115 -54A 0.73 1.01 1.19 1 $0.85 -1A 0.18 HardiePlank 5l16 8.25 screwed framing, 12 40 186 159 147 144 123 114 -54A 0.76 1.04 1.22 1 0.18 wafribbed to WSP 7/16"thick 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 1 0.18 screws WSP 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.18 SCreW58 sheathing 55 178 154 143 138 119 111 54.4 0.83 1.11 129 1 0.18 60 176 153 142 136 118 110 54.4 o.a5 1.13 1.31 1 0.18 100 146 129 121 113 100 94 -54A 0.99 126 1 1.43 h>60 1 0.85 -1.8 0.18 0-15 179 162 148 1 139 126 114 -46.3 0.7 0.85 1.03 hs60 1 0.851-1.41 0.18 20 179 158 144 139 122 112 -46.3 0.7 0.9 1.08 1 0.85 -1.4 10.18 No.8 x 1- 2X4 wood 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.851 AA 10.18 5/8"long x or 20 ga. 30 179 151 139 139 117 108 46.3 0.7 0.98 1.16 1 0.85 -lA 0.18 0.375"HD Blind steel 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -lA 0.18 HardiePlank 5/16 9.25 ribbed screwed framing, 12 40 172 147 136 133 114 105 -46.3 0.76 1.04 122 1 0.85 -lA 0.18 waferhead to WSP 7/16"thick 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1A 0.18 WSP 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screwss sheathing 55 164 142 132 127 110 102 46.3 0.63 1.11 129 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -lA GAS 100 134 119 112 104 92 87 46.3 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 176 159 145 136 123 112 -44.5 0.7 0.85 1.03 5 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 No.8 x 1- 2X4 wood 25 176 152 139 136 117 108 44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 172 146 135 133 113 104 44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5l16 9.5 ribbed screwed framing, 12 40 169 144 133 131 112 103 -44.5 0.76 1.04 1.22 1 0.85 -1A 0.18 waferhead to WSP 7/16"thick 45 166 142 132 128 110 102 -44.5 0.785 1.065 1.245 1 0.85 -lA 0.18 WSP 50 163 141 130 126 109 101 -44.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws s sheathing 55 161 139 129 125 108 100 -44.5 D.es 1.11 1.29 1 0.85 -lA 0.18 60 159 138 128 123 107 99 -445 0.85 1.13 1.31 1 0.85 -lA 0.18 100 132 117 102 91 -44.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0.15 148 134 122 115 104 94 -31.6 0.7 0.85 .1.03 h560 1 0.85 -14 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 woad 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1A 0.18 5/8"long x or 20 ga. 30 148 125 115 115 97 1 89 1 -31.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -lA 0.18 HardiePlank 5/16 12 ribbed screwed framing, 12 40 142 121 112 110 94 87 -31.6 0.76 1.04 1.22 1 0.85 -lA 0.18 waferhead to WSP 7116"thick 45 140 1 120 111 108 93 86 -31.6 10.785 1.085 1.245 1 0.85 AA 0.18 WSP 50 13B 119 - 107 92 - -31.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screwss sheathing 55 136 118 105 91 -31.6 0.a3 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 104 90 -31.6 0.B5 1.13 1.31 1 0.85 AA 0.18 100 111 86 -31.6 0.99 126 1.43 h>60 1 0.85 -1.8 6.18 0-15 24B 225 204 192 174 158 1 -88.7 0.7 0.85 1.03 h560 1 0.85 -1.4 0AB 20 248 219 199 1 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 AA 0.18 0.0901, 2X4 wood 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 1 248 1 209 192 192 162 149 -88.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215'HD Blind steel 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 1 0.85 AA 0.18 HardiePlank 5/16 5.25 nailed to framing, 8 40 238 203 188 194 157 145 -88.7 0.76 1.94 1.22 1 0.85 -1.4 0.18 X 1.5"hang WSP 7/16"thick 45 234 201 186 181 156 144 -88.7 0.785 1.065 1.245 1 0.a5 -1.4 0.18 ring shank nails WSP 50 230 199 194 178 154 143 -88.7 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 L22 197 183 176 152 141 88. 0.831-110.85 -tA 0.18 60 195 181 174 151 140 88.7 0.85 1.13 1.31 1 0.85 AA 0.18 100 165 155 144 128 120 88.7 o.ss 1.2fi 1.43 n>so 1 o.es -1.a o.1a 8 t RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 y 1 714-847-4595 FAX 110 • ,.. A PROJECT:RIO-2688-17 1q _ JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 q o info@jameshardie.com 2 1 1 w ry S-5 ME OF 201518C,2017 FBC 20151BC,2017 FBC O '•, 1 Allowable,Ultimate Allowable,Nominal }��: ��O D 14�.••\�`V qq Design Wnd,Speed, Design Wnd,Speed, t „• 11 Vlaas V d4.s ..p.�.1t (3-second gust mph) (3-second gust mph) 'Is)o lid i'1\ 0 Applicable to methods �'Od�adBAJ6900 specified in[20151BC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of[2015 IBC, 12015 IBC,2017 FBC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used In Table 6 calculations for V,,,, ll !Wnd categoryWnd exposure catega Siding V. Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heighe.2 B C D B C D Design (Inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D Ka K, I GC. GCS 0-15 222 201 183 172 156 142 -70.9 0.7 0.85 1.03 f560 1 0.851 AA 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 1-IA 0.18 0.090" 2X4 wood 25 1 222 191 f 75 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 222 187 172 172 145 133 -70.9 1 0.7 1 0.98 1.16 1 0.65 I-lA 0.18 0.215"HD Blind steel 35 217 185 170 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -IA 0.18 HardiePlank 5116 625 nailed to framing, 8 40 213 182 168 165 14l 130 -70.9 0.76 1.04 122 1 0.85 -IA 0.18 X 1.5"long WSP 7/16"thick 45 209 180 166 162 139 129 -70.9 0.785 1.055 1245 1 0.85 -1.4 0.18 ring shank nails WSP 50 206 178 165 160 138 127 70.9 0.61 1.09 1.27 1 0.a5 -1.4 0.19 sheathing 55 204 176 163 158 136 126 -70.9 0.83 1.11 129 1 0.85 -IA 0.18 60 201 174 162 156 135 125 -7o.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 1.26 1.43 h>60 1 0.85 -1.8 0.19 0-15 202 184 167 157 142 129 1 -59.1 0.7 0.85 1.03 h960 1 0.85 -1.4 0.18 20 202 178 163 1 157 138 126 -59.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 202 175 160 157 135 124 -59.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 '0.85 -IA 0.18 0.215"HD Blind steel 35 198. 168 155 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 6/16 7.25 X 1.5"long nailed to framing, 8 40 194 166 153 150 129 119 -59.1 0.76 1.04 122 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 191 164 152 148 127 118 -59.1 0.795 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 188 162 150 146 126 116 -59.1 0.81 1.os 127 1 0.85 AA 0.18 sheathing 55 186 161 149 144 124 115 -59.1 0.83 1.11 1.29 1 0.851-1.41 0.18 60 184 159 148 142 123 115 -59A 0.85 1.13 1.31 1 0.85 -1A 10.181 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 163 164 139 127 .56.8 0.7 0.85 1.03 h560 1 0.85 -lA 0.18 20 198 175 160 164 135 124 -56.8 0.7 0.9 1.08 1 0.85 -1.4 0-18 0.090" 2X4 wood 25 198 171 157 154 133 121 -56.8 0.7 0.94 1-12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 198 168 154 154 130 119 -56.8 0.7 1 0.98 1.16 1 0.85 -lA 0.18 0,215"HD Blind steel 35 194 165 152 150 128 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 nailed to framing, 8 40 190 163 150 147 126 116 -56.8 0.78 1.04 122 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16,thick 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 -IA 0.18 ring shank WSP 50 184 159 147 143 123 114 -56.8 0.81 1.09 1 1.27 1 0.85 -1.4 0.18 nail s sheathing 55 182 157 146 141 122 113 -56.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.8 0.85 1.13 1 1.31 1 10.85 -T-4 o.18 100 149 132 124 115 102 96 1 -56.8 0.99 1.26 1 iA3 h>60 1 0.85 -1.8 0.18 0-15 191 173 157 148 134 122 -525 0.7 0.85 1.03 h:560 1 0.85 -1.4 0.18 20 191 168 154 1 148 130 119 -52.5 0.7 0.9 1.08 1 0.65 -1.4 0.18 0.090" 2X4 wood 25 191 165 151 148 128 117 -52.5 0.7 0.94 1.12 1 0.85 -1A 0.18 shank X or 20 ga. 30 191 161 148 148 125 115 -525 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -IA 0.18 HardiePlank 5/16 8 nailed to framing, 8 40 183 156 144 142 121 112 -62.5 0.76 1.04 122 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 180 155 143 140 120 111 -52.5 0.785 1.065 1.245 1 0 -1..85 4 0.18 ring shank WSP 50 177 . 153 .142 137 11a 110 -52.5 0.81 1.09 127 1 0.85 -1.4 0.18 nail sheathing 55 175 . 151 141 136 117 109 .52.5 0.83 1.11 1.29 1 0.85 AA 0.18 60 73 1 150 139 1 134 116 108 -52.5 0.85 1.13 1.31 1 1-1 0.85 71.4 0.18 100 143 127 119 1 111 98 92 -525 0.99 1.26 1.43 jh>601 1 0.85 -1.8 0.18 0-15 187 170 154 145 132 120 -50.7 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 AA 0.18 0.090" 2X4 wood 25 187 162 148 145 125 115 -59.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 187 158 146 145 123 1 113 1 -50.7 0.7 0.98 1.16 1 0.85 -IA 0.18 0.215'HD Blind steel 35 183 156 144 142 121 1 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 nailed to framing, 8 40 100 154 142 139 119 110 -50.7 0.76 1.04 122 1 0.85 -1.4 0.18 X 1.5"long WSP 7116"thick 45 177 152 140 137 118 109 -50.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 174 160 1 139 135 116 108 -50.7 0.81 1.09 127 1 0.85 1.410.181 nail' sheathing 55 172 149 138 133 115 107 -50.7 0.83 1.11 129 1 0.85 -1A 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 91 -50.7 0.99 126 .1.43 jh>60 11 10.85 -1.8 1 0A8 9 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO 2688-17 9 a 0a O G ®o JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com '000 °° ®® � e N . 4 2015 IBC,2017 FBC 20151BC,2017 FBC 121 Allowable,Ultimate Allowable,Nominal ? p Design\Wins;Speed, Design`Wind,Speed, >_ STATE OF :• �i (3-second gust mph) (3-second gust mph) a����•'.FC Q R�0�' 6,�G/`�o0 Applicable to methods A�•••.• ..•'����.•,• 6 specified in[20151BC, Applicable to methods •_ v '}6 2017 FBC]Section specified in Exceptions 1 e, 1609.1.1.as determined by through 3 of[20151BC, oo®B9AgdA/!/Br®$ [201518C,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 category Wind exposure category Siding le Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heightk,2 B C D B C D Design (inches) (inches) Type Spacing Type Cinches) (feet) Load (PSF) Exp B 6cp C Ekp D K. K, GC,1 GC°; 0-15 175 159 144 136 123 112 -44.3 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 -1A 0.18 0.090" 2X4 wood 25 175 151 139 136 117 107 -44.3 0.7 0.94 1.12 1 0.85 -1A 0.18 shank X or 20 ga. 30 175 1 148 136 136 115 105 -44.3 0.7 0.98 1 1.16 1 0.85 -14 0.18 0.215"HD Blind steel F40 172 146 134 133 113 104 44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 nailed to framing, 8 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 1 D.a5 -1.4 0.18 X 1.5"long WSP 7/16"thick 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shanknail a WSP 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 161 139 129 125 108 100 -44.3 0.83 1.11 129 1 0.85 AA 0.18 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1.4 0,18 132 117 102 90 -44.3 0.99 126 1.43 lh>W 1 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 hs60 1 0,85 -1.41 0.18 20 173 152 139 134 118 1 108 1 -43.0 0.7 1 0.9 1.08 1 0.85 -1.4 10.18 0.090" 2X4 wood 25 173 149 136 134 115 106 -43.0 0.7 0.94 1.12 1 0.851-1.41 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43.0 0.7 0.98 1.16 1 0.85 -*lA 0.18 0.215"HD Blind steel 35 169 144 132 131 111 . 103 -43.0 0.73 1.01 1.19 1 0.85 -IA 0.18 HardiePlank 5M6 9.5 nailed to framing, 8 40 166 142 131 128 110 101 -43.0 0.7s 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long ring shank WSP 7116'thick 45 163 140 129 126 108 100 -43.0 0.705 1.065 1245 1 0.85 -1.4 0.18 nails WSP 50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0.85 -1A 0.18 sheathing 55 15B 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 12l 105 98 43.0 0.85 1.13 1.31 1 1 10.85 -1.4 0.18 100 130 115 100 89 -43.0 0.99 126 1.43 h>60 1 0.85 -1.81 0.18 0-15 151 137 125 117 1 106 97 -33.0 0.7 0.85 1.03 h560 1 0.85 -1.4 10.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.08 1 0.85 -1.4 10.18 0.090" 2X4 wood 25 151 130 119 117 101 93 -33.0 0.7 0.94 1.12 1 0.85 -1.4 10.18 shank X or 20 ga. 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 0.851 AA 0.18 0.215"HD Blind steel 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -IA 0.18 HardiePlank 5116 12 nailed to framing, 8 40 145 124 114 112 96 89 -33.0 0.76 1.04 122 1 0,85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 143 123 113 111 95 88 33.0 0.785 1.065 1.245 1 0.85 -IA 0.18 ring shank WSP 50 141 121 112 109 94 87 -33.0 0.81 1.0s 1.27 1 0.95 -1.4 0.18 nails sheathing 55 139 120 111 108 93 86 33.0 0.83 1.11 1.2s 1 0.85 -1.4 0.18 60 1 137 119 110 106 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 1 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 283 244 224 219 189 173 -115.8 0.7 D.94 1.12 1 0.a5 -1A 0.18 shank X or 20 ga. 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1A 0.18 0.215"HD Blind steel 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1A 0.18 HardiePlank 5116 5.25 nailed to framing, 6 40 272 232 215 211 180 166 -116.8 0.76 1.04 122 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 267 230 212 207 178 164 -115.8 0.786 1.065 1.245 1 0.85 -1.4 0.18 ring shank nails WSP 50 263 227 210 204 176 163 -115.8 0.81 1.09 127 1 0.85 -1.4 0.18 sheathing 55 260 225 209 201 174 162 -115.8 0.83 1.11 1.29 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 0.99 126 1.43 h>60 1 0 885 -1.8 0.18 0-15 253 230 209 195 178 162 -92.6 0.7 0.85 1.03 h56o 1 0.85 -lA 1 0.18 20 253 223 2D4 196 173 158 1 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 253 219 200 1 196 169 155 -92.6 0.7 0.94 1.12 1 0.85 -1.4 10.181 shank X or 20 ga. 30 253 214 ,197 196 166 152 -92.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 248 211 194 192 163 150 -92.6 0.73 101 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 X 1.5"long nailed to framing, 6 40 243 208 192 188 161 149 -92.8 0.76 1-04 122 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 239 205 190 185 159 147 -92.6 0.785 1.065 1.245 1 0.85 .1.4 0.18 nails WSP 50 235 203 188 182 157 146 -92.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 233 201 187 180 156 145 -92-6 0.83 1.11 129 1 0.85 -1A 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.05 AA 0.18 100 190 169 158 147 131 123 -92.8 0.99 1 126 1.43 lh>601 ILO.85LI.81 0.19 10 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 ' HUNTINGTON BEACH,CA 92649 714-292-2602 11j111111////so®��� 714-847-4595FAX (90 pGAW -o PROJECT:RIO-2688-17 91 �• A JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@iameshardie.com p� No. 4 21 it 2015 IBC,2017 FBC 20151BC,2017 FBC o T O� CIC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, '�.A F� `�Q`, ��l�`y V.t3.5 V.1.1.s Q O R V (3-second gust mph) (3-second gust mph) ••• �� Applicable to methods FSs�oNaL 1 specified in[20151BC, Applicable to methods ��> �1 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of 12015 IBC, [20151BC,2017 FBC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used In Table 6 calculations for Vpj, Wind exposure categoryWind exposure catego Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'-z B C D B C D. Design (inches) (inches) Type Spacing Type (inches Load (feet) (PSF) Exp B Exp C Exp D Ka Kd GCp GC 0.15 231 210 191 179 163 148 -772 0.7 0.85 1.03 h560 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 0.090" 2X4 wood 25 231 200 1 183 179 155 142 -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 1 0.18 0.215"HD Blind steel 35 226 192• 177 176 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 10.18 HardiePlank 5/16 7.25 nailed to framing, 6 40 222 190 175 172 147 136 -77.2 0.76 1.D4 122 1 0.85 -1.4 o.1a X 1.5"long WSP 7/16"thick 45 218. 187 173 169 145 134 -77.2 0.7as 1.0a5 1.245 1 0.85 -1.4 o.1e ring shank WSP 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 0.85 1-1.4 0.18 nags sheathing 55 212 884 170 164 142 132 -77.2 0.83 1.11 729 1 0.a5 -1.4 0.1a 60 210 182 169 163 141 131 -77.2 0.05 1.13 1.31 1 0.85 -1.4 0.18 100 174 1 154 145 1 135 119 112 -77.2 0.99 1.28 1 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 1560 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 0.090" 2X4 wood 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1A 0.18 shank X or 20 ga. 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1A 0.18 0.215"HD Blind steel 35 222 189 174 172 146 135 -74.1 0.73 1.01 1.19 1 0.85 -1A 0.18 Hard]ePlank 5/16 7.5 nailed to framing, 6 40 217 186 172 168 144 133 -74.1 0.76 1.04 122 1 0.85 -1A 0.18 ringg shank X long WSP 7/16"thick 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 s nail B WSP 50 1 211 182 168 163 141 130 -74.1 0.81 1.09 127 1 1 0.85 -1A 0.19 sheathing 55 1 208 1 180 167 16l 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 1.31 1 0.85 -1.4 0.18 100 170 151 142 132 117 110 -74.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 218 19B 180 169 153 139 -68.6 0.7 0.85 1.03 h260 1 0.85 -1.4 0.18 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 218 188 172 169 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 218 184 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1A 0.18 0.215"HD Blind steel 35 213 181 167 165 141 130 -68.6 0.73 1.01L1.2451 1 0.85 -1.4 0.1a HardiePlank 5/16 8 nailed to framing, 6 40 209 179 165 .162 139 128 -68.6 0.76 1.04 1 0.85 -1A 0.18 X 1.5"long WSP 7116"thick 45 206 177 163 159 137 127 -68.6 0.785 1.0651 0.85 -1.4 0.18 ring shank WSP 50 203 175 162 157 135 125 -68.6 0.81 1.09 1 0.85 -1.4 0.18 nailssheathing 55 200 173 161 155 134 124 -68.6 0.83 1.11 1 0.85 -1A 0.18 60 198 172 159 153 133 123 -68.6 0.85 1.13 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26h>60 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 hB0 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 -1.4 0.18 0.090" 2X4 wood 25 214 184 169 166 143 131 -66.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1A 0.18 0.215"HD, Blind steel 35 209 178 164 162 138 127 -65.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 nailed to framing, 6 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1A 0.18 X g s long WSP 7/16"thick 45 202 173 160 156 134 124 -66.0 0.785 1.065 1245 1 0.85 -1.4 0.18 ring shank WSP 50 199 171 159 154 133 123 -6s.0 0.81 1.09 127 1 0.85 -1.4 0.18 - nail sheathing 55 196 170 157 152 132 122 -66.0 0.83 1.11 129 1 0.85 -1A 0.18 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 1 0.85 -1A 0.18 100 161 142 1 134 124 110 104 -66.0 0.99 1.26 1.43 h>60 1 1 0.85 -1.8 1 0.18 0.15 200 182 165 155 141 128 -57.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 10.18 20 200 177 161 155 137 125 -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 200 173 168 155 134 123 -57.9 0.7 0.94 1.12 1 0.65 -1A 0.18 shank X or 20 ga. 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1A 0.18 HardiePlank 5/16 9.25 nailed to framing, 6 40 192 164 152 149 127 117 -57.9 0.76 1.04 122 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 189 162 150 146 126 116 57.9 0.785 1.085 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 186 160 149 144 124 115 57.9 0.81 1.09 1.27 1 0.85 -1A 0.18 nags sheathing 55 1 184 159 148 142 123 114 -57.9 0.83 1.11 129 1 0.85 -1A 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 1 150 133 125 117 103 97 1 -67.9 9.99 12s t43 h>60 1 0.85 -1.8 0.18 11 a , 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 info@jameshardie.com 2015I8C,2017 FBC 2015IBC,2017 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, 4,5 Val,", esd (3-second gust mph) (3-second gust mph) Applicable to methods specified in 1201518C, Applicable to methods 2017 FBC)Section specified in Exceptions 1 1609.1.1.as determined by through 3 of[20151BC, 1201518C,2017 FBC) 2017 FBC)Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,dr Wind exposure category Wind exposure categoryl Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heightt•2 B C D B C D Design (Inches) (inches) Type Sparing Type (inches Load (feet) (PS9 Exp B Exp C Exp D Kn Kd GCp GCy 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 0.090" 2X4 wood 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.a5 -1.4 0.18 shank or20ga. 30 197 1 167 153 153 129 119 -56.2 0.7 0.98 1.18 1 0.85 -lA 0.18 0.215"HD Blind steel 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 9.5 nailed to framing, 6 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 Me X long WSP 7/16"thick 45 186 160 148 144 124 115 -56.2 0.785 1.085 1.245 1 0.85 -1.4 0.18 ringg shank WSP 50 183 158 146 1 142 122 113 -5B.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 181 157 145 140 121 113 56.2 o.a3 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 -5B.2 0.85 1.13 1.31 1 10.851 AA 0.18 100 1 148 131 123 115 102 95 -5B.2 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 173 1 157 142 134 121 110 -43.1 0.7 1 0.85 1.03 hr60 1 0.85 -1.4 10.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1A 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -lA 0.18 0.215"HD Blind steel 35 169 144 132 131 Ill 103 -43.1 0.73 1.01 1.19 1 0.85 -1A 0.18 HardiePlank 5116 12 nailed to framing, 6 40 166 142 131 128 110 101 -43.1 0.76 1.04 122 1 0.85 -IA 0.18 X 1.5"long WSP 7/16"thick 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 o.1e ring shank WSP 50 161 138 128 124 107 99 -43.1 0.81 1.09 127 1 0.85 -1.4 0.18 nails sheathing 55 159 137 127 123 106 99 -43.1 0.83 1.11 129 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 485 It 1.31 1 0.a5 -1.4 0,18 100 130 115 101 89 -43.1 1 0.99 1 126 1 1.43 h>60 1 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 n=ultimate design wind speed 4._d=nominal design wind speed 5.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:1s=1,Kd=0.85,GCo l A(hs60),GCp=1.8(h>60),GCp,-0.18. 6.Fastener length shag be sufficient to penetrate back side of the WSP sheathing by at least 114"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 tit e aee . 24 21 3 =. STATE OF 12