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Florida Building Code Online Page l.of 3 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map Links Search d Florida �. �bm° P°per' Product Approval �L.e ^"I USER:Public User t ra�F�'.:�a1. Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer James Hardie Building Products,Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.co ��„,T�r R Authorized Signature Pingsheng Zhu c Luc, �� C� pingsheng.zhu@jaMLs�y'ardie.� i1)FOR COMRL� RICE IL, NVED }r Technical Representative Pingsheng Zhu NE PT JOB Address/Phone/Email 10901 Elm Ave. DATE, F52 T A'UST BE Fontana,CA 92337 PLANS (909)349-2927 OR NO INSPECTION`Vu'L BE 1D pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.co NLED FASTENERS OR ATTACHMENTS Category Panel Walls ARE THE RESPONSIBILITY Of THE Subcategory Siding CCNIRAOR OF RECORD Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report.-Hardcopy Received Florida Engineer or Architect Name who developed Ronald I.Ogawa THESE PLANS AND ALL PROPOSED WORK the Evaluation Report ARE SUBJECT TO ANY CORRECTIONS Florida License PE-24121 REQUIRED BY FIELD INSPECTORS THAT Quality Assurance Entity Intertek Testing Services NA,NY BE NECESSARY IN ORDER TO Quality Assurance Contract Expiration Date 01/01/2018 COMPLY WITH ALL APPLICABLE CODES. Validated By John Southard,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13192 R4 COI RIO-Certificate of Independence PDF Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards �o� �. Certified By Florida Licensed o n c FL13192 R4 Equiv A auiv e I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu4... 7/19/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 13192.1 Cemplank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant:N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure:N/A Sheathing.Ddf Other:For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install Cemplank Siding.odf 0122.04. FL13192 R4 II NOA 15-0122.04.odf Verified By: Ronald I.Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMUpdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party:Yes 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions. Approved for use in HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood pdf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank,Shinale CMU Ddf Impact Resistant:N/A FL13192 R4 II ER RIO-2577-15 Plank to WSP Design Pressure:N/A Sheathina.odf Other:For use in HVHZ install in accordance with NOA 15- FL13192 R4 II Install HardiePlank Siding.i)df 0122.04. FL13192 R4 II NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.12df FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party:Yes 13192.3 HardieShingle Individual Shingles fiber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ:No FL13192 R4 II ER RIO 2555-15 Shinale metal wood odf Approved for use outside HVHZ:Yes FL13192 R4 II Install HardieShingle Siding odf Impact Resistant:N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber-cement notched shingle panels(straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ:No FL13192 R4 II ER RIO-2555-15 Shingle metal wood odf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU odf Impact Resistant:N/A FL13192 R4 II Install HardieShingie'Siding.pdf Design Pressure:N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood Ddf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber-cement lap siding https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2b GnUu4... 7/19/2017 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 15- 0122.04. 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-.2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. CO TTRACTO.RgS O ~ o �a JamesHardie HardiePlank- IZZ,e Lap Siding EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS- PRIMED&COLORPLUS11 PRODUCTS Visit www.jameshardie.com for the most recentversion., SELECT CEDARMILL®•SMOOTH •CUSTOM COLONIAL"SMOOTH •CUSTOM COLONIAL-ROUGHSAWN CUSTOM BEADED CEDARMILL®• CUSTOM BEADED SMOOTH•STRAIGHT-EDGE SHINGLE PLANK IMPORTANT:FAILURETO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE.WRITfEN APPLICATION INSTRUCTIONS MAY LEADTO 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 OUTSIDEAN HZ10®LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONET.°" 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-ventlated area joints.Carry P 9-planks on edge. Protect 2,.Use one of the following methods: a Best: I.Score and snap edges and comers from breakage.James ri.Shears(manual,electric or pneumatic) -NEVER use apower 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 HlardieBlade saw blade trademark caused by improper storage and handling. HardieBlade'saw blade and HEPA vacuum extraction NEVER dry sweep—Use wet suppression or HEPA Vacuum of the product. c.Good: I.Dust reducing circular sawwM a HardieBlade saw blade (only use for low le moderate cutting) Important Note:For maximum protection pewest respirable dust production),James Hardie recommends alwa}s using°Best"-letiei cutting methods where feasible. NIOSH-approved respirators can be used in conjunction with abbve cutting practices to further reduce dust exposures.Additional expnure information isavailable t 7 at vwvw.jameshardie.com to help you detemtine the most appropriate cutting method for yourjob requirements.tooncem still exists about exposure levels or.you do not.canply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. smaahos GENERAL REQUIREMENTS: • HardiePlane lap siding can be installed.over braced wood or steel studs spaced a maximum of 24"D.C.or directly to minimum 7116"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 Iota(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 housewrapl,which complies with building code requirements. I • 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 focal building codes- typically.a minimum of 6''in the first 10'. Figure 1' Double wall Single Wall • Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction • Do not install James Hardie products,such that they may remain in contact with standing water. water-resistive barrier let-in bracing • HardiePlank lap siding may be installed on flat vertical wall applications only. plywood or 2a"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 \ ,e or more of the followingjoint treatment options Fi ure 2 Nail line(If nail On 1 p g line is not are required by code(as referenced 20091RC stud a present place R703.3.2) h fastener A.Joint Flashing(James Hardie recommended) between 3/4"&1"from top ° B.Caulking*(Caulking is not recommended water 9 ( 9 rest live .'. o Nail 3 B"from of plank) for ColorPlus for aesthetic reasons as the bamer; edge of plank Caulking and ColorPlus will weather 1 ° differently.For the same reason, flashing �$ water-resistive do not caulk nail heads on ° �° barrier 0. HardieZone'" °° ° o°o° fastener ColorPlus products.} HardePlank"sfding C."H" jointer covet o°°°. a°° Install a 1 1/4"starter strip to ' o ensure a consistent plank angle install planks in o°° a moderate contact at butt joints leave appropriate gap between planks and trim;then caulk."' Note:Feld painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWre Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST ,fames Hardie®products contan respirable crystalline silica,which is known to the Slate of California to cause cancer and is considered by[ARC and NIOSH to be a cause of cancer tram some occupatbrial sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung Alsease 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)wam others in the immediate area;(4)wear a properly4ittod,NIOSH-approiod dust mask or respirator(e.g.N-95)it accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up,use HEPAvamums or wet cleanup methods-never dry sweep.For further information,refer to our installation instruct ors and Material Safety Data Meet avallahle at www.lameshardlacom or by rolling 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. snsbx° HS11119-P1/4 6/13 y >o 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 r � A"s re aired by IRO code ' I �min4 x4' Min.1/4" Do not caulk, f „ m 1 2 Figure 7 Figure 8 Agure.9 Figure t0 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortat/Masonry -Flashing Z'=Flashing 4. Z-Fh hing _ Z-Fl sling r MI _ o _2�� - = Min.'/4�� ; Min. m iQ 'h" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension 'Recommended in NZ10 -Z-FI Min ''/a , D caulk z , 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 corners 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"shank x 0.221"HD x 2"long) •6d(0.113"shank x.0.267"HD x 2"long) •11 ga.roofing nail(0.121"sunk x 0.371"HD x 1.26"long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws—Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4"long x 0.375"HD)Screws must •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8"long x penetrate 3 threads into metal framing. 0.323"HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast''nails or equivalent(0.10"shank x 0.313"HD x 1-1/2"long) •ET&F pin or equivalent(0.t0"shank x 0.25"HD x 1-12"long) Nails must penetrate minimum 1/4"into metal framing. Nails must penetrate minimum 1/4"into metal framing. OSB minimum 7/16" OSB minimum 7/16" •11 ga.roofing nail(0.121"shank x 0.371"HD x 1.75"long) •Siding nail(0.09"shankx 0.221"HD x 1-1/2"long)' •Ribbed Wafer-head or equivalent(No.8 x 1 5/8"long x 0.375"HD). stud za" Stud o o24' I Figure 15 Figure 16 O.C.max. Minimum overlap 1 1/4"min. for Both Face overlap and Blind Nailing !� ! Nail Line - Blind Nail � - 3/4"-1"1 — — o min.1 1w I o0 overlap face.nail — I I I Water Resistive I water-resistive 11l4'min. Barrier - barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPluse products. When face nailing to OSB,planks must be no greater than 91/4"wide and fasteners must be 12"o.c.or less, Also,see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardiePlanke Lap Siding. HS11119-P214 6113 AZ >D 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 ACO and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative treated wood and aluminum products.Fasteners used to attach 0 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 F\NDO NOT DO NOT R317.3 or 2009 IBC 2304.9.5. under drive nails staple Figure A Figure B p • 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 I 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) • Forwood 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,fraining,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 I •Care should be taken when handling and cutting James HardieS 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 noh-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 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 6/13 COVERAGE CHART/ESTIMATING GUIDE Number of 12'planks,does not include,waste COVERAGE AREA LESS'OPENINGS HARDIEPLANIC LAP SIDING WIDTH Sa 5114 6114 7114 7112 8 8114 9114 9112 12 (1 SO=100 sq.ft.)- (exposure) 4 5 6 6114 6 314 7 8 8114 103l4 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 10 186 163 163 121 14 350 280 233 224 .207 200 175 176 130 15 375 300 250 240 222 214 188 188 140 16. 400 320 257 256 237 229 200 200 .149 u 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. IRECOGNITION:Inaccadancewith[CC-ES Evaluation Report ESR-2290,HardlePlana lap siding is.recognized asa suitable alternate to that specified in:the 2006,2009,82012Intemational Resdental Code for One- and Two-Family Dwellings,and the 2006,2009,8 2012 international Building Cade,:HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862,State of Florida listing F0889,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 Calffornia DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for spedfic applications. ©2013 James Hardie Building Products.All rights reserved, Additional Installation Information, TM,SK and®denote trademarks or registered trademarks of James Hardie Technology Limited.Hisa registered trademark Warranties,and Warnings.are available at Jam.esHardie of James Hardie Technology Limited. w.ww.JameSllardie.com ' Panelfast is a registered trademark of ETBF Fastening Systems,Inc. HS11119•P4/4 6113, PROJECT R10-257745. ENGINEER INq,EVALUATIOIU REPORT FOR-ATTACHING JAMES`HP_,RDIECR7 BRAND' FIBER-CEMENT.PLANKSTO W.O:O.D`OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE.-BUILDING:'PRO:DUCTS,,INC. 10901 ELIVI AVENUE FONTANA, CA'92337 'TABLE OFCONTENTS PAGE COVER.PAGE EVALUATION'SUBJECT 2 EVALUATION-SCOFE ,EVA UATION PURPOSE =2 REFER ENCE.REPORTS 2 TEST RESULTS' 3 TABLE 1 RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE'2A THROUGH'TABLE 2C ALLOUVABLE:DESIGN LOADS B`('P;LANK:WIDTH 4 DESIGN-WIND LOAD_ PROCEDURES5 TA,BLE.3,:COE,FFICIENTS,AND GONS-TANTS..USED IN'DETERMINING V AND p -5 TABLE 4,,ALLO;WABLE STRESS DESIGN`C&C.PRESSURES"EXPOSURE B 6 TABLE 5, ALLOWABLE'STRESS.DESIGN:C&C P-RESSURES.EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESICN`C&C PRESSURES EXPOSURE D 6 TABLE 7 ALLOWABLE WIND SPEED(NIP,H)FOR HARDIEPLANKSI' NG 7=12 LIMITATIONS.OF USE: 12 AS PRODUCT_E.VALUATOR', THE'UNDERSIIGNED CERTIFIES THAT THE-LISTED PRODUCTSYARE:IN COMP-LIANCE.WITH THE,REQUIREMENTS OFTHE.ASCE'7- 10 THE'2014_FLORIDA.BUILDING.CODE,AND THE 201,2 INTERNATIONAL;BUILDING CODE. PREPARED BY:. RONALO.1;-OGAWA&ASSOCIATES, INC,. 168,35 AUGONO.U,INSTREET#443 �Pr rrrref<<,�f HUNTING.TON BEA60H�CA 92649 �i ` iDGAWq r S.. 714790&1815'-FAX tip` �"'rErrsetrr>rrr� CoNTRACTO R' _ RONALD I.OGAWA ASSOCIATES:ING. 16835 ALGONOUIN STREET i 443 HUNTINGTON BEACH,,CA 92649• 714-292-2602 7-14 g08-1815 FAX PROJECT:RIO.2577=15 JAMES HARDIE BUILDING PRODUCTS.-INC., 1-688-542.7343 info@,'-01e$ha(die cam EVALUATION SUBJECT Hard fePtankq Lap Siding James Hardie Product Trade Names covered-irk tnis'evaluation: HardiePlanli;0 Lap Siding,Cem!70AO Siding,Prevail Lap Siding EVALUATION-SCOPE: ASCE 7.10. .2014florida Biritding Code, _20121nternational'Buddirtg,Cptle l9` EVALUATION PURPOSE', This analysis is to determine the maximum design'3-second gusl v4nd specdto be,resisiod by an assembN,of HardioP)ank(CemPlank,Prevail Lap)siping.fastened.to wood or.metal framing Wih nails or wews. REFERENCE REPORTS: 1-Intenek Report 3148104COO.002,Transverse load testing an HardiePlanK and HardiePanel F1b&r Cemeh1 panels 3.Intortek Report 1007t7048COQ 003,Trarisvecsx load testing on HardiaPlank and HardieShmgir}, toll pGA�i/,q cc ,t s' SS!O 14 oil rJ�j`�'�x,iirrNr # ,2 RONALDJ.OGAWAASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTiNGTON BEACH,CA 92649 714.292-2602 714=908,-1615 FAX 'PROJECT:RI0-2577-15. JAMES HARDIE BUILDING PRODUCTS,INC 1-888-542-7343 info@ja meShard i e;co rfl TEST RESULTS: Tablo 1.'Results of Tmrisvorse Lead Testing Report Number 3148104COQ-002 3148104COQ-002 1007.1704fl OQ-003. 1D071704860Q-003 Test Agbncy. Intertek Intenak. Intertek Intertek TNckness(in,). 0.3125 0.3125 0.3125 0,'3125 Width(imj 6.25 915 825 8.28 Wogd 2•.x 4.'$PP Wood 21'x 4'SpF Wood 2•,x 4'SPF Vti'ood7 x 4'SPF Frame Type vd 7/116` w/7116 ivl 7)16' wF7ll5' OSB sheathing OSS sheathing, OSB sheathing OSR sheathing Frame Spacing(tn.) 12. 12 6 6. Fasteder'Type vrafemead screw,1 08 vialarnead screw,I. Ad ring shank siding. 4d ring-shank siding 5*x 0.375'HD 5173"x 0,375'HD 1:5'x 0.69t1:K d:215" 1.5 x 0.o"x0'x 0:215^ Fastener Length(inches) 0:625 1.625 1.5 1.5 Fastening Method Blind nailed t,OSB, 66nd nalletl to OSB _ Blind nailed to 038 Blind nailed to OSB Ultimate Lead(psO 310.4 138.81 152 198 Desi n Load( sq i 103.5 46.3 5017 66.0 Effective Tribufaiv Area(fl`) 0.333 0.667 . 0.394 0192 Fastener Load-,as tested (Waslener). 34.5 30.8 19,7 't93 Adjusted wiihdtayral design load; Cuiculutoii astunor•mindr-d•m it load is cmparod with vie (lb/fastenef) W' 35.6 35:8 test fosuh dnd toe more co�servbtivu oN- %ili be.used, Net Fastener Penetration(in.).P. 0.437 0.437 Wood Specific Gravity,G 0.70 0.70 Nall Shank Diameter{in.),0 .0.090 p,090 Wiltldrawsl design value per NOS' 2012 or ESR-1639(lbnn,penetra6M); 56.9: 50:9 W 1.Allovrable design load is determined'from ultimata toad divided b9 a facior,of safety of 3: 2.Hardi.PIIankSiding complies:vMh A5Ttvl C1la6,szarid66 SpeciaafiomforGrdde u,T),0A Non-asbeatoS Fiber-Cement Flat SAeels. 3.An equivalent specipcgravity of 0.70 for Ong shank nails installed on OSB is recommended byAPATT-039C: 4.Calculated Fastener wilhdr"-W load is c6nipared with the,teM resu:l,and then the more conseryativbt ons yvil{he used,, For all cases.m the table,tho'ai1Jtlsted vfi0ldrawal clezigg yaluo,W',is Calculated as 1N'=Co.*W-P Where, C =bad duration factor per NOS-2012 Table•2.3:2'for.windteannquaka load 1.6 W=withdrawal.design value-,catculateq per NDS•2012 or ESR-1539,which$varapplicaDie P=fastener embedment'depth;in, When nail shank,D,a 0.0-99 inch}fits 0:375Inch:for smaath'shank nails,NDS-2012 equation{11.2=3)Is,Usedio calculate withdrawal design value. W=1384•Gr.1r,-p Wnere, G=wood specific.gravity,per ratite 11.3:3Fi, D=nail shank diameter;in. When nail•st arik,D,is less than 0.099 incli,of in the case of rung shank nails,:the rdlhdratval design values yjere Obtained from ICC-ES,ESR-1539 Table 2. 1 STpT 4 ��• JJ)/^ y ••� 4 ss/01VAL '+.,aoitrrr�rre 3 RONALD LOGAWA 1,650CIATEA INC. 16836 ALM NQUIN STREET 9443- 'HUNTINGTON BEACH.CA 92549 714.292-2602 ' " 714-908.1 815 FAX PROJECT.,RIO 2577-45 JAMES.HARDIE BUILDING PRODUCTS,INC- 1-888-542j343 infogjaMeshardlexam. For Table 2A to•X the designs loads will be calculated by proMfjontritj the tributary area to each fastener.th6re6y.deiigri load to.eacli fastener will be kept constant. By doing so,the aPawable design bad for varfous'HardiePfahk'%-iidi)ls,nnd.sitid spbcAng will be determined. Table 2A,Allowable,Design Loads Basedon Constant Fastener Load,98.waler head screw x M75"1-16,4asterions comealed,(4llind scrasv)ai 12"O.C.to WSP shuathing.only For.6.25.1rich wide HardiePlanh. Design load=611fInate Wure -310A'psf-/3=-103.5 psi' Effective tributary-((plarlkvildlh expose4_to voeather X fastenerspacirig)II44)q 1(5,2 1 SA-75)X,I 2)M44. 0.333sqjt, Fastener load=design load X tributary area -103.5 X.0:333'='-34:5,pounds For.9,25 Mh,v4de FlardieFlank:. Design load,=ultimate fallure load1F05,-_:-138.0 psft 3-46,34,vsf Elf6dive tributary--((blank v;ldth elposad to WeatherX fast aner spacinqy 144) jt915-i.45)X'12)1144 O.WTiqt1k Fast6ner Joao' i design Toad tribulary Area--45.3.5 X 0.'667=-300pounias The fastener loads for all other plank widths were ilnear inier'Ptal6d from I the two WIS based o6-plank yXilth Caidulated allowable design load=tastener load tested condition qlitide-d.by area tributary for lhe,.candilion to be calculated I 2 HardiePlank Width r:, :9 = c uly (inches) .20-51 'z A K tit 't 0 5,25, -31 DA, 12 0M3 -103.5 -34.5 615, 12 0,417 -60.6 ;'334 7.25 12' 0,500 435.3 -32,7- 1.5 12 0.521 -62,3 -.32.4 8 12 0.563 -56.9 -,32.0 8.25 12 0Z83 -54.4 -31,8 925 -13-8.8-- 12 0,667 46.3 730.0 9.5 12 0.688 -44.5 _.30.6 12 12 0396 -31.6 -28.3 1 Tablo 213,Allowable.Design,Ljjad§Based on Constant Fastener Load,ild'ring-shank siding nail,('I.5-'x0'.Q9_"x'0 d-nail)at 9"O�C;to WSP sheathing only 215%'lasteners concealed(blind For 8.25 inch'kviiJ6 HaraiePlank: besign load'--'ulfirnzile,-falluru loadjFOS=-152 psf0 -50.Tj5sf Etf6ctive tlribUlbry=((plan*width expos6d in weather X fasten rspaci 'Y144)=;((6125-l.25)XBi/144,=0.389$�q,il. n Fistarrer jo"ad-design load Xtributary area=,-50,7-x 0.389 -iof.7 ills The fastener loads to I r all at I her plank width v,mre calculated based on t er load he saine.fas.n Calculated allowable design load=Taslener toad,tescod'condition d'vidttd'tiy.area tributary for lhe.coridilion to.be caiculated 6 25 2. O Hard-ePlank.Wiath & V, M 4) 2.0 S 'C (irrche) 'a P-3 5'a USL' ;E <00 U_ 5.25 8 0.222 -68.7 -19.7 6.25 0 0,278 -70.9 -19,7 7.26 8 0.333 50.1 -16.1 7.5 a- 0,347 -663 719,7 6 8, 03757-_.52.5 -.19,7 8.25 -152 a 0.389 -5D.7 -191, 925 a. .0.444 -44.3 -1 V 9.5 2 0.458 -43,0 1 Fj7 - 12 8 1 0.597, -23,0 -19:7 Table 2C.AlloWabla,FDoert i8lg.2n5 inocand'6w!:i1c3ea sHeadr doien ftCon6kiart Fastener Load,4d,Hngs4fnk tldIng,'19(-(f.5!'X0.0Vi .215.").Jas erers concealed(blind nail)at 6"O.C.to WSPsheathing only Design load a ultimate fai!ure load/FOS.=-i!,a pstl 3=-50:7 pst Effecthm tributary=((plank vvidih exposed to iveallier.X faslaner spadngk'144) X 6)1144 Fastener ioad=design load Xrlribulaiy area=-66 X Oi62=-19.3 Itis The lasteher load.s'W all other plank width were calculated based on the same fastener load Calculated allowable desiqn load�:;fastener[Dad tested condition divided by area Iributaf I.d_d y,tDr the condition to be calculated ci -,3-. v it Hai diePlarik Width -3 BE- i5 ('aches a. >2 k�in Lu Cal- LL-. 5.25 8 0.167 -116.8 -19.3 6,25 a 0.208 -02.6 -19.2 7,25 6 0:250 -7712 -19.3- 7.5 0.260 -74.1 -19,3- Q y. 0.281 -60.6 8.26 ASS 6 0:292 .66.0 .19,3 9.25 8 0.333 -57.9 -19.3 ti 9.5 6 0.3_47 -56:1 -1913 12 48 0A =43,1 19.3; QP 0 RONALD 1.OGAWA ASSOCIATES;INC:' 16835 ALGONOUIN STREET 9443' HUNTINGTON BEACH.CA 92649 714=292-2602 714-908-t815 FAX PROJECT`Rha-2577-1,5 JAMES HARDIE BUILDING PRODUCTS.INC 1-888-542-7343" info@iameshardie,com DESIGNMIND LOAD PROCEDURES: F'ibcr-camant siding transverse load:capacity(wind land capacity)is determined'via.eompllance,testing,ta transverse load notional test standards. Via the transverse toad testing zn allowable design load is.deiennlned based on a factor or safety of 3 applied id the ultimata test load. Since the allowable design load is based on factor of safety of 3-allowable design bads on fiber-cement siding correlate dlrect)y to required design pressures for Allavabie Stress Design, and therefore should be used with combination leading.equations for Alloo ableSlem Design(ASD). By using the combination loading equations for Allowable$tress Design(ASO),Abe taslad:alloviable,da5i&toads lot�fiber-cement siding are acgrik,w)th.ihe vend spee0 Cc- LirsenlentS In ASCE 7-10 Figure 26.5-1A.Flgure26.5-1B;and Figure 26,5-1C: For this analysis,to calculate the pressures in Tables'4,5,and 6,Ine load combination v43 be in accordanceyith ASCE 7-10;,5eciiott 2,4 combloing noorial roads using allowable stress design;load combination 7. Load_combination 7 uses a load lacier of 0 8 applied to the wind velocity'pressuro_ .Equation 1, q,=0.00256'K?Kt K;'V' fret.ASCE 7.10 equation 30.34; velocity piassure'atheight z 'A,, votocily pressure ems_dsure coeffcienlLevalua_ted at heighi z Kr ,IOpographiC�acldr �Kd,W;nd directionality factor V.,basic Wild Equation 2, V=V,,, fret 20121BC 82074 FBC,Section 1802.tdeffnirians) V-,ultunnie deslgn'wind speeds(3-second gust M H)determined irom.12012 IBC:2014 FBC)Figures 1649A.8;or G;ASCEE 7-10.Figures 26.5-1A.B.or C Equation 3 P=q,•{GC'-GCr,): f f.ASCE 7-10 equation 30.6-21. GC„,product of external pressure cdefOrienl and gust;effod,tactor GC;:.ptaduct of internal pressute coeffidenl orid.gusl-effect factor' p ,design pressure{PSF)for siding(allowable design load for siding To dolermige design prassure,substitute q,Into Equation 3; Equation 4, p=0.00256•Ky4K;;K;'V,, ,(GC,-GC Allowable Stress Design,ASCE 7-10'Section 2.4.1,load combinaAon 7; Equation 5; 0.60!O.eVY fre7.ASCE 7.10 secyon1•i.1.Toad camCfnefion 7) D ;dead load W,wind load(load due to wind pressures) To detemline"lhe-A(loivable Srress Design Pressura,apply the load!attar for W(ti no)/ram Equation 4"to.p fdesigri pressure)determined ltom equation,4, Equation 6;, p„L=6-1i'p) Equation 7, p„.=0.6'(0:ob256'K,'K,,'K;•V,;4'•(CC GC,)) Equation 7 is used to populate Table 4,S.and 6'. To defermine the allowable utdmate basic ivind speed lac Hataf a Siding in'Table 7,salve Equation.7-forV Equation a; V,,_(piod0.6.0.00256•K;Kn K;(GC,-GCa)) Applicable to rWtnods specified ih Exceptions 1 through 3 of[201216C.2014 PSCI SecSon"1609:1.'f.,todeierrri'ne the allowable narriinat design ivind speed(Vasd)for Hardie Siding in Table 7,appty'the conversion lormola'below. Equation 9„ V,,,=V. (Q.6)"S (ref 20121BC 3 2014'FBC Section 16jftJAf V„5 Nominat design vond speed(3-s;ecoitd gust mpn) fret,20121BC 8 2014 F5C Seclrgq�6Q&.Y Table 3,Cooffltients and Constants used In Determining V and p; dye' 19S K, bValtZata 5 k� 19 s Height(11) Exp.B Exp C Exp,D K� K1 Gca GC; GI 0-15 0.7 0:85 1:03' 1t560' 1. 0.85 -1.4 018 20 0.7 0.9 1,08 1 0.85 4.4 0,18 A, 4 25 0.7 0.94. 1.12 1 0.85 -1.4 0.1 e ti 30 D.7 0.98 1.16 , 0,85 t.a 0.18 S�A� F :' c 35 0.73 1.01 1.19 i 0.85 -1.4 018 v 40 0.70 1.04 1.22 1 0.85 -1.4 006 �� O •. FL• 11�0�,• 1b 45 0.765 1 D55 1;24$ 1. O.BS 1.4 0.18 ap fi[ti •-.,.....• ' i)ti. 5o 0.8t 1.09 1z27 i f:, -1.4 0.18 4�'Sln�`'nl tt 55 0.83 1'.11 . 1229. 1 10.85 -1A 0.18 % f lJ 11t'11� f 60 0.85 ;1.}3 1z31 i 0.85 -1,4 0.18 100 0.99 1.20 L43 h>6 1 1 0.85 -1.8 0.18 5 RQMAI:D'h:QGAWA:A550ClATES;:INC 16635 ALGONCIUIN:STREET,9443: HUNTINGTOW15EACH;CA 92649 71'4292-2602- 714908=1815'FAX PROJECT:R10.2577-15. JAMES'.MAROIE SUILaING PRODUGT$;,ItJC. 1=888:.542-7343 i ntot�jamesfiatd te:com Table'4,.Allowah(e_Stiess;0esign 'Gdmponent arid'Cleddtn"g"'(CEGJ Preesunes':(PSFy Ia he Resisted aFVaFlous Widd`Speeds-Wind Exposure Category'E; Wnd Speed(3 sewdgus1 100 105 t0 - 00 B. 1 10 210 He hFo 1 , :B' :a e: 9 B ;B'. a- B B' B 0-15 -14:4. 15.9 .-17.5 -19.1 40A •24A -204T -32.5 •37.0. �41.7 ._466 •--52a -57.8- 63;7. 14',4; -. . 715.9 17-S. -19:1. •20A =24:4,_ 28.3. -32.5' :37;0. -41.7 28.8'-'"-52:1 -757.6 -r63.7• '25 -14.4' -15:9 17;5,. ,19;1 • Z0;8- -24;4 - 28-.3 :-32,5 WA -41.7 -468 -=521 -57c8. :-63:7' 30 14.4 -15.9 -17.5• -19.1 20.8 -24:4 -28.3; -32.5 :-37,0 -4.1.T -46.8 -52i1 -57.8: -63.7 " 35 15.1 08.6 182 -19.9 21 7 25.9 29;5: _ 33:9 38.6 43.5 48.8 "-54.4 -t30:2c 68:4` 40 15.7' -17-.3. . .:19,0 •'20.7 .<22.6 46,5 e3{1:7 -35:3-: -40:1 45: ;.=50.8 :-58.6 ;82.7' '-60.1. „ 45 16.2. -17.9 -10.6i 2%4 F23.3 -27.4 -3F,7 -36;4 -41.5 46.83 "-52.5 58:5 -64".8 -7.1.4: ` 50 _716.7' -18.4 -202 )i -22.1 <24:1. F281 ,-32.7.. -37.6 .-42:8. 1 •48:3 - -54,1 -60,3: .-$6:@"773.7=. .55 A7--1 -18:9`1 .;20,7. 722.6' =24:7_ _28;9- 43.6C 38:b: : . 438 49,5. -$8:5 75.5` 4. 100" •25.6" .28.2` ' -3110 : -33.6 =36.9 -43.3 -50.2, -57,5 ,-65.5• 1 -74-Q 82.9 :.-8247-1024 •112.9 Table B;,Allowabl-a Stress-Design.-Compopent and C.Iadding(MC)Pressures(PSF)do be:Reslsted at Vanous:lWind Speeds•-Wind Exposuro.CAtegory,C .-.. Wind Speed(3"- secondAusll 100 15 710 Im 120: 130, d0 . ;f 20 ,160 170 10 Height(1q --" Q C C'- C Ci C. C 1C C C C, C. C C 015; 17.5'• -193. -21 2 -23:2 '252. =29:6 -.34;4t 39:5 44.8 50.7 58.8 -83,3. ,701-1 77:3 :40_ _ -1@;8•_._._ - -20;5: 22:5:. 24,6'. -28:7• =31.4- -36,4, 4t;@ :- 47.b 53.7: " :'-%2 87 0`. _-Td'<3` -81;9' 25 -19.4 _ 21.4: -23:5. -25.6 27.9 =32,8-. -38.M. -43.6 49.5 -56:0 .•82.8 -70,0.- -77.67 =85.5- ' 3Q -20.2. •-22;3 44 5, ' -26,7 49.1 34Z ' :,-395, -45.5 '' =51:8, -58.4., „-65.5. :-73.0; -80:9 . 36, =•20.8' -210' -25:2' .27.6, -30.0 .35;2 0.8, =46.9 i" :-53;31i -60.2 -67.5 .-,75;2z .83:3. 40 -21:5- '•23:7 ,26,0 .28.4r 30.9 -36:3 r42!0: -48.3 '-54.9; -62.0 :-69,5 -77-4' '.85.6 •.-94.6.'` 45 -22.0' -24:2 426;6• -29.1 .31.6 37i1 43A. -49.4 -56.2 '. -63.5 -71.2, -79,3: "-87.9 96.9 50.. - 22.5 ,124.8 4T2' .;29.7' 42-4 '8 0_ 44.7' -50.6 "' 7 57.6: -65.0 •72.9 BP:2= - 99.9 A43.6 55 22:9 -25;2 ;27,T • -30.3 =33,0. -38.7 ,44;9 -513 ,58.6. .68-2-. 'r7A,2 ,-82.7: :•9t.6-r ,1--100' -32,6 35:9 =39A, -43.1 =46.9. 55.0 •63.8;, 73>3 - -83.4 -94,1 •105.5 -117• r-130.3 _ . Tabl0 6,Mai wab1o,5tress'Oes(git Component and""Cladding(C3Cy Piesaures(PSF)io be Reslstad at Vaitoua Wind`Speetls in Eilposure,Ga(egory Q; Wind Speed(3�7" `second At)._ -- . ._100. 105; - _',T10 115 120:. . :130 180_. _.14Q. 150;- _ . 1 70 60 1 ' 190 2C0.. -_210 Heigni'(111 r.Q . D. ❑ .• D.. D:. .:❑:• ❑' p ❑, ❑ 1 0 . ❑ ❑ D. <0.15• -21.2 -•23.4 --25;7 .28:1 =30"8: -35,9 4106;. -47.8 ' b4.4 s-7 -68.8 -"-76,7' .-85.0 •93.i I 20 24.6 27.0. - -29.5 o32a., -37.7 :-43:T- -50,1 -57A -64.4..`-:72.2 -80,4, _89.1 -98.2 ` 25 523.1 25,5: 28,0 , 30,6 33.3, 39.0. -45.3' -52.8 59.1 68:8 T4.9 83,4 :-92.4 -101.9 ;30 _-23.9' -26.4 -29A -31.& -34-5 :40.4- "' -46.9 -53:8 81;3` 69.2` 77,5 88.4. -95i7 -105:5 35 24:5 27.1 29:7 32:5' -35:3 -41.5 1.AB -55.2 1 -62"8' -70.9 •79.5 -88.6-1 rmgT2 -108.3 40 -25.2 27.7 -3 i5 :: -313• 46:2' 42:5 49,3; -56.6 ." _ 64.4. -72:7 . . -81,5 90,9. -100'r7. =111:0 45 -25.7. 28i3: --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 -37J ,44.3 -51t3-. :-58i9. -W7 1" -75.7_ -84.9- •-94.6:. -104.8 -115:5 55. =26.8,. 29:3. 32:2 ', --35.2 -38:3 :45.0 -52:2. 49.9. -.-88:1• ,76,9r -88,2. •95.1 -100.4 -117,4 100. 37.0 -40-8 -44.7 •48.9 53.2 -62.5 72.5 -83.2 •:94.8 1 106.B' 119.8 -1 33.4 '•147.9 -903.0 Tables 4;5,"and 6,are;based on ASCE 7.10 and consistent-Mit i the?012 IBC,l 12:1RGand-the•2014 Fioritla Builrltng Gone, r. TONAL -RONALD 1,QGAWA ASSOCIATES.INC. 19001_60NQUIi 'STAEET*443.' HUNTINGTORSEACK CA f3E649 71.4-292-2602 71 8 15 FA& PROJECT:R10-2577-15 JAM ES HARDIE BUILDIMS.PRODUCYS','INCI GA 11-888,642-7343 infoQamesliardie,conn Table 7.-Allowable Wind Speeflinph)'for-HairdlePlank Lap Siding(Afialyficel Method in AS.CE.740 Ch.apfu30C&C Part I vndParI.'3)11_% ,2072 fGC,2074 FSC 2012 18C.2014 FSC •• sTj11TE OF Alfbvtable,.Ultimate Allowable,Nominal 0 R Design wind.speed, Desfgn Wind,Speed, fj�' V% (3-seriind'quM mph) (3-Si6rdhd gust mph) ."ft4r0Lca1);G to rnelftoas* Appkawe to met.hcds spin 0 in Sxotiptioks'l, 2014:FBC)Seclun of 12012 - 16MA'I.'as d�'tOrmincu by 2014 F90)recto 1.Sr- Flqufo5 I 609A,B.:or C. .Coeinclant-stifidd In Table 6 calculatlam ror VL, I of Vlind;expasurecategory Wind exposure caiegory sm:;tnq K ProducA Fastener BUIldhig Movable " FibmeDaslgri Product Thickness (inches) T�pe :Sparing 7ype Spacing. Height'-.2 9 c D B b Load (inches) (PSF) ]Eap 0 tip C. E4 0 K.I. it cc, rc, 0-15, .268 243: 221 '207 188,. 171 '-103.5 0,7- 0,95 1,03 Os6D 1 0,85 01a 20 '268 236 210 207 183 .167 003.5 0.7 0.s I.08 1 0.85 -1,4 0.18 2X4 vvood, 25 268 .,231 212 207 179 164 -".03.5 _();7 0.94 1 112 1 1 085 _IA .0.18 '600 ge. 30 :268 226 208 20T, 175 161 -103.5 0,7 0.06 lA6 1 "s -1,4 0.18 to g' -6.9-5 -14 0.16 �0'g"75'%Y) Blind, steel 35 262 223 205 203 173 15-0 AWL 0,73 1,01 1,19 7 1-fardiePlank 5/16, :5.25. n 0'ts: ribbed 'srre"O� �rarnif 9. 12 40 .257- '220 203'� 199 170 151 �103 5 0.76 l.C4 .2� wafeitead tdiWSP" 7qiV*thick 45 253 217 201 lee 168 Iss -1015 0.785 ,1.M3 5, 1145 7 0,85 _IA .0.18 WSP .50- 249 215, 199, 1 193 166 154 -IOS" 0.81 I'M 1-27 1 1 AeS -1 41 016 Sheathing 55. '240 -.213 197 1 190 IOS 153 -103,5 083 -_I"11, '1_18 1 10.65 -1,4 0.18 '243 21.1 196'.1 Joe 163 1 152 -1015 0,8$ '1113 11�31 1 1 10.05 .1"! 0.10, 100 201 .178 167 1 1 SG 138 1130 -1015 O,V5 I'1-26 1,43 h>iO 1 G�. .�US 0.19 D-15 '236 214 _'195 183 Ifill 151 -806 07 Ou• 103 tt9so I' 0.65 -14 0.16 20 236 208 190' 183 _161 147 -60.0 0.7 0.9 1.DG I 035 _14 0.18 No:8 K'l- ZX4 viood 25 236 204 187 183 158 145 .60A 0.7 0.54 1.12 1 0.85 .14 0.16 or 20 ga. 30 136 200 184 183 155 142- -60.6 03 098 AO I ozli -1,4 0.18 '197, 161: pis?tia , - .,-!11 170 162 140 _80 16, 0,73 1,01 1„19 1 085 .1,4 0.16 '5118, 6.'2s screvied, 'qef ribbed to WSP .Freming, -12 40 227 194. 179 170 150 1 139 -80,6 0,7.3 1.04 1_22 1 4.B5 -1-4 OAS waferhead 7/W'thick 45- 223 192- 177 173 143 137 eC,6 0.765 1.055 1,245 1 Q351-1.41 0,1811 crevis 14VSR 513.1 220 189'. 175 -170. 147 136 -80.6- 0,61, I'M 1.27 ,4 85 4 0.18 !sheathing. 55, 217 168 174 158 145 135 _eOA 0.63 1.11 1,29 1 0.115 -1.4 0.18 60 214, 106 113 166, 144 134 -80.6 O.e5 1.13 1:31 1 0.65 -IA 0.18 100 ;177 157 143' 137 122 '114 -803 0.99 .1.26 1 43 h,60 1 0.&5, .1.9 F.1-6 0;15 213 '193 175 105: 150 136 -66:1 0,7- 0.85 -1 03 nts6i) 1 10.65 .14 0.18 20 213 188. 171 165 145 133 -65.3 0,7 0.9 I.0e 1 0,05 -1.4 0.18 ZX4wood 25 213 184 166 165. 142 130 -6511 U.T. D.94 1.12 7-0T5 -1.., 57 or 20 ga. '30. 213 ISO 165: 1 165. 139 128 -553 0.7 0.98 1.16 1' 0.851 IA 0.181 Han:119121ank. 51113 7 0275HD Blim steel 35 208,-1 177- 163 161 .137 126 -65.3 073 I.Dl 1.19 1 0.05 -1.4 9.18 .2� screwed framing, 12 40 204 176 161 156' :135 125 -65.3 0.76 1.0. --- - - .14 0,18_L 0 65-_-- , to WSP 7/16"IMICk 45 '201 .172 169 156 134 124 -653 0.785 1.065' 1-246 1 0,85 -1.4 0.18 ribbed wafemisad vvs? - - screws' 50! -1-98 170, 158t 153 132 122 _651 0.61 1. 9 1-27 .55 -1.4 '0.18 sheathing 55 105 169 157 21 _L_ _L-2 151, 131 1 .65.3 OR3 1.11 11-29 1 0.95 .1.4 0.18 30 193 167 155' 150 130 120 .6613 025. 1.13 1,31 1 015 -1.4 0.18 900 160 142, 133, .124 110 103 �5.3 0.59 126, -7.43. rW I I 0a5 .1.6 0.18 0-15 208 ISO 171. 161 146 133 -62.3 0.7 0.65 1.03 hSOO 1, 9i051-1,4 1 0.161 20 208 183 167 161. 1422 130 -62.1- 0,7 0.9 .1,08 1 0,85 -1.3 0.18 7- No.8 x I- 2X4 wood' 25 208 179 7 164 151 139 1 127 1 62.3 0.7 O�94 112 7 Tas_:L,4_ 555 518"`*9:x er*90ga. . 30 208 176 161 161. 136 125 -62,3_ .0.7 10.98 1.16- 1 0,85 -1.4 0.143 0175'.1-10 B,Vftd steel 35 203 173 159. 158 134 123 .613 0,73 1,01 1.19 1 0:85 -1.4 0.18 Harciapiank 6116 :7-.5 Iraming'. 12 ribbed -"""fo'Ld . 40 '199 170 157 - 154_ 132 122 .62.3 0.76 :1.04 1.22 1 015 -1-4 0,18 wafertlead �t6 WSP 7116-thick .1 45 '196 168 166, 152 i3o 121 -62.3 0.755 1,M5 1.245 0.05 .1,4 QAa WSP - - Sum t .150 - 103 1 156 1 V. 1150 129 110 -6Z3' 0.81 1�09 1 1-27 1 0.85 -1.4 0.16 swaWrig .55 '191 :165 153 148 128 lie -62.3. 0.63.1 1.11 1.29 1 0-65 _IA 016 SO 188 - 163 152, .146 127 '118 .62:3 0.85 1,13 1.311 1 1 0,&5 -1,41 0,181 '100 .166 138 130 1 .121. 107 1 '101 -62.3 0.99 1.26 1.43 W-60 1 0.135 -1.81 0.181 ck 151 193 1180 164 - 154 130 127 -%S OX 0.85 I.M h:;60 I 0:95 -1,:4 OAS ,M 190 175 160 154 136 124 -56.9 6.7 5 T55'. 7 Fos -T4 6.ia 2x4,YjDod 25 - 198 171 157 A 54 133 122 .56'9. 0.7 0.04 1.12 1 0 as _IA Ols 600 go. 30 198 lag 154: 154. 130 lie .569 0.7 0.98 1,16 1 1 0,85 .1.4 0.16 Blind '.'Steei 35 1 194 165- 152 151 -128 118 -56,9 0,73 1,01 %19 1 0.66 -14 Hardie'Plank 5116 8 ribbed screwed" ,framing, 12' 40 190 163 ISO 148 126 116 -569 0,76 104 4-4 0.18 as Wa femead to WSP' 7116'thick 45 187 161 149. ,S 145 125 115 -56-9 0.7e5 1.065 '2 0,85 -IA 0.18 I r vi'SP 50 184 1 1 114 AAA 04 1 1.09. 127 1 0 65 1.14, 018 143 141 1 4 13@ 5 Z8.1; D.99 1:26, 143 jh�i%1.1.10,851 4.8 1 0,181 F weatning 55.. 182 .158 .14 141 '122 113 -560 083 1 It 20 018 Be gErI55 145 - 130 '121 112 -56.5 0.55 1.12 1.31 1 1 0.65i 1-1.4 MO" 13, wo P149 132 124 115� 102 g6 RONALD 1,OGAWA,SSOCIATES,INC, 113835 ALGONQUIN STREET;IA43 HUNTINGTON BEACH,CA S2549 714-292-2602 714-909-11315 FAX 111111iotre", PROJECT-RI0-2577-15 to JAMES HARDIE BUILDING PRODUCTS,INC. it GA 1-886-542-7343 111k infoQatlieshardie.com �%l N . 2 2012 18C,2074 F5C 2072 ISC,2014 FSC K NioiValaq,urfirriale NloviablL.Nominal Design Vino.Speed, Design Wild,Speed. STATE OF V_ V_ (3-WICorld guSl Mph) (3-Second gust Mph) M. A:-p!"blo to ME.Ihold$she (2012 iEC. Appi"bie to rrairtods DNA spei'j"76- 2014 thong c ..... 2014 PBCI sevzicn ,2012 13C,201.1 FSC! F.;qutus 1609A.9,cf C. CoAfficlentil Wed In Tablib 6 calcvlst3an11 rot V, v,,ino exposure categoiy wind exposure category Sd!rQ Kx Product Fastener Buhc;ng A-lid Width Fastener Fastener Frame Product Thickness Spacing Heighli I a C 0 8 C D 00sign. (inches) (inches} type Spacing* Type (trict'") (foal) LoadIPSF) EAD8 Exp C Exp 0 I K,, K� GC, GC, 0_15 104 176 160 150 1116 124 54.4 07 065 1m, hsw 1 045 -1,41 0,10 20 194 17l 156 1 so 133 121 544 0,7 as-- 108 1 D'as .,I A 0,15 No.&x I- 2X4 wood 25 1 194 168 1_153 150 130 I'll) 1 -54 4 07 0.94 1,12 1 0,85 1 4 018 548.long x or 20 ga, 30 1-44 1 CA 15t 1 150 1 127 11 7 .54 4 C." U,98 1.16 1 0_6* -1.4 0,11 B 0375'HO Blind steel 25 190 162 149 147 125 115 .544 0.73 t'()I- 1,10 1 0. .1 : 018 ,HaidiePlank 5115 8125 ribtrad scfeWed framing. 12 40 186 159 147 144 122 114 -54.4 0.7a 104 122 I D-8-5 -14 018 waferhead to%fVSP 71115"thirk 45 183 157 116 142 I22 113 54 A 0;735 1,1?65 1.245 1 0.4i -1.4 019 v/'%;P 50 130 1513 144 140 121 112 -E A aal 1_09 127 1 0-85)-1.4 018 ,'I ' scre0s sheathing 55. 178 154 Mal 138 119 Ill -541.4 0.61. 111 129 1 O.05 -1,4 015 60 176 153 142 136 lie 110 A14 d 0 85 1 13 1 31 1 10,85 -:A 10 161 1 100 145 129 121 113 101 24 -54.4 10.99 1':8 I,* jh'so 1 1055 -1.81 C.761 0_15 179 162 148 130 126 114 _46'S a,7 0.65 103 1ri90 1 0.85 -14 1 0,18 20 17D 1E8 144 139 122 112 .461 07 0.0 108 1 0'a5 -1.4 0.18; No.8 3c I 2X4 wood 25 179 154 142 139 120 110 .43 3 0 7 0.94 1 12 1 0,85 -14 0.16 1515.long x or 20 ga 30 179 15-1 139 lag It7 1 108 -46 3 G 7 0.06 1 16 -T 0 e$ .14 TiT 0.375'HO Blind steel 35 175 149 137 136 115 T106 18.3 072 1,01 I G'as _V4 GIB HardiaPlank 5111a 9.25 ribbed screwed framing, 12 40 172 147 136 133, t14 1 105 -16.3 0.76 1.04 1,22 1 0.85 .14 01B ivaferhead to VVSP 7,116'Irkk 45 1169 145 134 131 112 1 104, _46 3. 0.7a5 t W5 T 2_4 s- 7_gees -14 a to; VISP 50 160 143 1 '133 129 ill Im _163 0.81 I'm -1-27 -1 2,65 -L4 0.75 sueves sheathing 51 11i4 142 132 127 110 IO2 -46,3 0,63 I IA1 1,29 11 10,05 -1.41 G."al 60 2 141 131 126 109 101 .463 F 5 i.o 311 Fl 1005 44 0.t& 100 I34 119 112 !U4 92 37 46.3 0'99 1.26 'L43 h ID 1 0 f35 .1.6 D.1 5 0-15 176 159 145 136 123 112 .44-5 O,i 0.65 1 L13 tliCD 1 0.B5 4A O,le 2r) 176 155 141 136 120 100 -44,5 V 0,9 1V 1 0,85 _-I'4 at& No,8 x I- 2X4 v.v0d 25 170 192 139 116 117 Im .445 47 a 94 1,12 u as AA a.I a sla,long x or 20 ga. 30176 148 136 136 its Its -44,5 07 09.3 1-16 1 0.65 -114 0115 O�375"HO Elfind steel 35 172 146 1 135 1 133 113 104 44 5 0.-;:l 1,01 114 1 085 "44 019 HardiePlank 5fla 0.5 (11:10fed scm,md framing. 1 40 169 144 133 131 112 1 103 415 0,76 IX4 1-22 -1 -0-85 -1.4 0.18 WAfediead to WSP 7110'Thick 45 166 142 132 128 110 1 102 -4�-; 0.785 1,597 i�245 7 0,65 -14 Els screws, VYSP 50 163 141 130 126 1 109 10; -44.5 DA 1 1,00 1,27 1 0,85 .1.410.18 sheathing 55 6 1 139 129 125 1 US IUD -445 0.63 .it 129 to 65 -f�41 a is 60 11635 138 128 121 107 919 44-5 0.65 IA3 IL31 1 110,85 .1.41 0.18 100 IV 117 110 102 qI PIS 44 5 0,99 1.26 1-13 h�u I ass .1.9 0.16 D.15 148 1.34 122 1"5 104 44 .31.6 07 086 1 03 hsW 1 0-45 -1-' OtO 20 148 131 119 115 101 02 •31_11 0.7 MV I D8 1 0,85 _IA GAS No'a x I- 2X4 wood 25 148 128 117 115 99 ql -31,6 0.7 5.54 772- 7 7775 .1.4 555 11-11 sia"tong x or 20 go, 30 148. 128 115 1 )If 97 89 -316 0,7 Des 1 16 1 0851.14 016 O�375'HO Mild steal 35 145 123 113 112 9-5 n .376 D-7-3 T 1 0-1 _T'I_9 1 am •1,.- 0.181 mardliapiank 5116 12 ribbed ....wed framing, 12 40 142 121 J 112 110 04 87 -no.c 0-7,1 t,K- 12 1 0,65 .14 o'la via-femr-ad to WSP 7/10-thick 45 140 120 111 IDS 93 so 31.6 0,7ES Lass 1,145 1 0-85 -1.4 018 01SP so 138 119 Ito 101 92 8$ -31,6 051 1 D9 L27 1 0135 .1.4 0.1e sheathing M 135 Ila I U. 105 91 V. .3 L6 083 I'l 1 1.29 1 0 as --,.4 O.IA 60 134 1113 1013 104 DO 84 -31.6 065 113 1 1.31 1 0,85 _iA 0,18 100 ill 99 92 00 76 72 _31.6 0._r-9 I.ZQ I 43 11.60 1 0-15 248 225 204 192 174 15B -08.1 0.7 D-35 1.03 n.-Z-0 1 0.135 .1-4 0.18 20 248 219 199 192 161D 155 -88.-! 0,7 0i3 I 00 1 10851-1.I a.,a "1 77 21A4 wood 25 214 9 214 1 gG 192 168 152 _M7 0.7 O."m 2 1 0'$8 -1.4 0,18 shank X or 20 jp, 30 248 209 192 192 162- 14,� -07 -0.7 0,93 1 15 1 10,405 -1.413.18 0,215"HD StInd steal 35 .243 2013 ISO 186160 147 -&v Yn Ff-61 _T T -1-T-055 0 Is HardlePlank 5116 525 ring hailed ID framing. a 40 238 203 188 164 157 145 -as,? 0.78 1 1.114 1,22 1 0,65 3,18 ring shank V'r:W 711 B"thick 45 234 201 186 181 1 156 I-d4 .88,7 0 78-;1 1 ass f:45 1 ass -t 0.18 VISP 50 230 I99 184 17E1 1 154 143 -053 081 1 D9 1 27 1 065 -1 Us Sheathing 55 228 ]9�7 183 1 ITO 1 152 063 1 it -1-29 1 086 -1 a 18 60 225 1 76-71 174 151 �_Di 11.711 0.86 1,13 131 1 0851-14 0.18 100 IOU 165 155 1 144 128 120 -eOj 0.99 1 128 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET r443 HUNTINGTON BEACH,CA 92649 714.292-2602 rrr/r1P//P!li�fjr y PROJECT RIO.2B 7 15-1815 FAX �blI� A '`� JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 inf0@jameshardie.com G r�i ` ` ®' L cc 201218C,2014 FBC 20T216C.2014 FBC o �+p fl"� Q� 7• N i Jl! '` V is t All b,e IvOmutal ! ,Wtgvrab.,Ultimate owe -"0•,, 5 Design Wind.Speed, Desi n Wino.Speed, 4 � 9 - � � vim' V..�,5• = QrC' ... (3-Second gust mph) (3-s4'CD110'aust rrpn) = ht`' PppGcab`.:.to matnods �`.��� 1 AWirab sparsiedm[0t21BC �toirelhods 20'4 FeC&ecion nperi:(ea m Exccpaon5 1 thraugn 3 01 120 12 13C, 160 1,1,as dai14 FE d by V14 Fs0j Se:.tron (20121BC.2D+4 Fec) 16✓'91 1 es Figur 1609A,3,or C Coctttetents usod in Tabla 6 eatculatione for V. Wind exposure category Wind exposure category Sd:nO K; Product Fastener B riding '` `Q Product Thirlimss Widsh Fastener Fastener Frame Spacing Height' 13 C D B G D imi (lnchos) (inches) Type Spacing Type (,nctles) (reel) (P8,PSF ) Erp 8 Exp C e`xp 4 i<� iCr GC, GC,_, (1-15 222 201 1B3 172 155 142 •709 0.7 Oa 103 hsSO I OE8 -1.4 018 20 222 195 178 172 151 138 -70.9 07 0.9 1.08 1 0-85 j-1.4 0 18 0,090' 2X4 vmod 25 222 191 175 172 1413 126 1 -70 9 07 0.84 1:12 1 085 -141 D 1 a shank X or 20 ga. 30 222 187 172 172 145 133 •709 07 OG6 '1,16 t -0 ES -14 0 1 a 0215"HD Blind steel 35 217 185 170 108 143 122 -700 073 101 t 19 I O.E5 -1.4 1 0.1a HardiePlank 5116 6.25 mailed to framing, 8 40 213 182 158 165 141 130 70.9 0 76 +G4 1:22 + 0.85 •t.4 G 79 rigshank WSP 7110 thick 45 209 180 1m 162 139 129 .709 0785 1065 t2»5 s Felt -1a 019 ring shank WSP 50 206 178 165 16D 138 127 %09 081 t0^ 27 1 0.85 -1.4 018 na,J: Sheattlin r 9 .r t5 2Q4 176 163 156 136 1_7 G iu.9 0 6"� i.t i 1 2.r t 0.8. .14 018 60 201 174 162 156 135 125 .70 9 085 1 13, +31 1 O a9 -1.4 D 16 lob 166 1.16 1 139 129 114 107 -7D.9 0 W 126 1,43 n>60 1 085 -1 c 0.ia 0-15 202 164 167 1 157 1 142 129 -59 1 07 0 85 1 GAa 3 h:60 1 10 83 -1 A 018 20 202 178 163 157 136 126 -59.1 07 OOil1 1 De5 '1.41 018 0.090" 2X4 wood 25 202 175 tG0 157 135 124 591 D.7 084 /t2 1 0135 .1A 0 t8 shank X or 20 ga. 30 202 171 157 157 132 122 -5D 1 1 07 0.0-6 1 1c 1 0.85 -141 0181 0.215"HD Blind steel 35 198 168 155 153 130 120 -591 0 n» 1.01 t 19 I 065 -1 a Ole HardioPlank 5)16 7.25 nailed to training, B 40 194 166 153 '150 129 119 -59.1 076 1 O» I Z2 1 085 -1.4 D 18 ri 1.5'shank WSP 7710't11!ck 45 191 164 152 148 127 1 t8 .S91 0 785 1 065 1 245 s 10.85 -1.4 0.18 rig shank yVSP Wait; 60 last 162 150 146 126 1 16 of LO? 1 27 sheatining 55 186 161 149 144 124 115 -56,t 0,63 111 129 1 005 -1 a 018 60 184 ITO 146 142 123 t 15 -55.l Day 1.13 1 131 1 1 0,65 i00 152 135 126 Its 104 98 -59.1 O.ff9 126 1.43 1 h%&O 5 10,136 -1 a 018 0-15 198 180 163 154 1 130 127 -56.8 D7 0,65 1.03 na60 1 0,135 •1A 016 20 198 175 1E0 i54 135 124 -@Aa 0.7 0.0 108 I 0.65 -1.4 0.18 0.090" 2X.,!wood 25 198 1,71 157 154 133 121 1 -,%.8 0.7 0.94 M2 1 0.85 -14 016 shank X or 20 ga. 30 198 168 154 154 120 1 1 o -6,8 0-' 0.k4 1.16 1 O 85P1-4 0 10 0.215"HD Blind steel 35 194 165 152 150 128 118 -56.6 073 1,01 1 19 1 OS5 0 tE HardiePlank 5116 7.5 nailed to framing• 8 40 190 163 150 147 126 116 -5d.8 076 104 1,22 1 0.85 D 18 1st i,J long WSP 7lI6"Ih rk 45 197 161 149 /45 i24 its 7.8 0.7E5 1.065 1245 t 0135 0.18r+ng shank y SP SOnai) I 134 159 147 143 123 114 -56 a 091 1,09 127 1 0,85 016 sneathng 55 182 157 146 141 122 113 -558 O E3 1 11 129 1 065 -1A 0.16 60 180 156 145 139 121, 112 -56.0 065 1 13 1 31 t 0 85` .1.4 0.18 100 149 132 124 115 102 96 -56 a 0 59 126 1.43 n>60 I 0 85 -1.6 0.18 0-15 191 1 173 157 148 134 122 1 525 07 085 103 1`660 1 085 -1.4 6.18 20 191 169 154 148 120 111) -52.5 I 0.7 D.9 IG8 1 165 -1,» 01b 0.030" 2X4 wood 25 191 165 151 143 1 n 117 -52 S 0 7 0.94 1 12 1 085I 0 16 shank X or 20 go 30 791 161 148 148 125 119 -52.5 0.7 O.ea 1,15 1 0.650,16 0.215"HD Blind steel 35 1B7 159 146 145 123 113 -52.5 073 1.01 11t+ 1 0.85018 HardiePlank. 5116 8 nailed to Iraming, a 40 183 156 144 142 121 112 •52.5 0 1.04 122 I 065o to X 1.5hang ring shank WSP 7716"thick 45 180 1115 143 i4Q I 120 111 -52 5 D 78S 1765 s 245 s 0.55D.18 50 177 153 142 137 118 110 52.5 O.al 1,09I 1.27 t 0.65018 nail sheathmg 55 175 151 141 136 117 109 •52 5 063 1 11 I 129 1 0 E5 - 0.18 60 173 150 139 134 116 108 -52.5 0.65 113 131 7 0.55 -d 0.1a ton 143 127 119 Ill 98 92 •52's 0.59 126 1.d3 n180 1 Gas •36 0.18 0•IS 187 170 154 145 132 120 1 -5'61 0.7 O.a5 1,93 n<80 1 085 •1a 0.18 20 tB7 165 is, 14S 128 117 -507 07 00 1 103 1 0-851 4 0,18 0.090' 2X4 vmod 25 1 187 162 149 145 125 115 -50,7 ❑7 0 94 1 12 1 0,851-1 4 0.18 shank X or 20 ga. 30 1 187 158 145 145 123 113 .5o,7 D.7 0.98 1 15 t G.85 -1 0.18 0.215`HD Blind steel 35 163 155 144 142 121 111 -SD 7 073 1As 1 19 1 0.55 -IA 0.1e HardiaPlank 5116 8,25 nailed to training, 8' 40 180 '154 142 130 119 110 --60,7 0.76 1.04 +.22 1 I 065 -1.4 0.18 ring shaankk lo ng WSP 711G'thick 45 177 152 140 137 116 109 -507 0785 tGn5 s2'9 1 0.65 -1A 0.15 naU' WSP gg 174 150 139 135 176 108 -50T O.at 1.01 1.27 1 O.aS -7.4 0,18 5heatning 55 172 149 138 133 115 W7 -507 O.kt3 I•ti 129 1 0.85 -14 0.13 60 170 147 137 132 114 I06 -E,07 085 t 43 t 31 1 0.65 •t» 6.1E 1On 141 125 117 100 07 bi -50.7 0.59 1-16 t.43 IP60 1 1 10661-'8 1 0 18 9 RONALC I.10GAIWAA$500IATES,ING, 16835 ALGONOUIN STREET i443 HUNTINGTON BEACH,CA S2649 714-292.2602 714-908-1815 FAX �1�}!P!P//fifer mil' JAMES HARDIE BUILDING PRODUCTS,)NC, PROJECT:RIO.2577.15 �1 1.888.542.7343 info@jatneshardie•com `+1 Q`\` �•� =_ 20y2JBC,2014FBC 2012IHC 20)4FSC N Mowable,Ultimate Alla:wable,Nominal Design Wind,Spend, Design Mr id.Speed,, V�1 fir :. (3•second gust mph) (3-second gust mph) �� ' FLpty��� Ap0ca010bnetnohs •'••••• ••t s;,ev eo in(2012 IBC, Appti«8Ck to methods f f 2014 F13CI 50c4on epvufed in E>c"pLons 1 S pPL F 7605 1.1,as dete.•rnin.la oy Ut`a-oQn 3 ei 12012 tBC. /if�,�f����o/1 r . [20121t3C,20t4 FBC1 <2014 FarI Se =Dn F,gurNS IGWk 0,or, ts„^9 t t. Cpeffidenln used in Table 6 calculations for V,v Wind exposure category Wind exposure calegOry Sarong K Prodoet Apmr:acte Width Festener Fastener Frantic Fastener Buildng Product 7hkkne) utcr Type Speclrlg Fie; Itt'` B C D !1 D D Dasst: (inches) { } yp_ Spacing Tv1m (inenas) (toot toad } I (PSF) Exp B E x p C Exp 0 Kn K. GCy GC, 0-15 175 159 144 135 123 112 -a4.3 0.7 0.85 i.oy n;55o 1 o,es •14 0.Ie 20 175 155 141 136 120 1D9 -44.3 0,7 0.9 1.Lk� 1 0,88 -14 013 G.C9Ci 2X4wood 25 175 151 139 136 117 107 •44,3 0.7 094 112 1 085 -14 0.18 shank X or 20 ga. 30 175 148 136 136 115 105 -44 3 0.7 age 116 1 0.66 -14 0.18 0.7o t O4 122 0.85 7 4 0.78 01f5'HD Blind steel 35 172 146 134 133 113 IN443 07; 101 1 is 1 085 -t.4 0.18 HardieFlank 5116 9.25 nailed to framing. 8 -41) 166 144 133 13D 111 103 .44 3 •X 1.5'tong t^1SP 7116 thick G ring shank 5 165 442 131 126 110 102 -44.3 0.735 1.085 1.2,15 1 0 85 -14 (),18nail` 1+1VSP 50 163 140 130 126 109 101 -44.3 0.81 1011 127 1 'ass -1 7 Fle sheathing 55 161 139 129 125 108 too .»a 3 0.85 1 ti 1 2£ 1 0.85 -14 0 18 I159 138 128 123 107 1 09 -44.3 0465 1.13 1.31 085 -14 01a 7D0 132 117 110 102 I 90 85 •44 3 0 0 126 1.43 h>0 1 10.$5 -is 0 18 0-15 173 157 142 134 121 110 -73 0 0 7 0,65 1.03 1�60 t 0.85 -!4 0 78 20 173 152 139 134 118 Ica :30 0.7 0,'9 LOP 1 089 -15 0.18 0.090" 2X4vgood 25 173 149 138 734 115 106 ;ao 07 094 IA11 i mil-1.41 019 sham.X or 20 ga. 30 173 146 134 134 113 104 -43 0 D 7 0 98 1.16 1085 -141 018 0.215'HD SIM steel 35 169 1.14 132 131 111 103 .4a'D a.7a Loll 1.tS 1 0.85 -1.4 0,10 HardiePlanK 5116 0.5 nailed to training. 8 40 I66 1 22 131K12 110 101 :3 a 0.76 i.0. 222. 1 0.85 -1 4 018 X 1,5"tong ring shank V4P V16 thick 45 153 140 129 too 100 -f3.0 0.785 1:065 1.345 1 0.85 -1.4 Me nad' YJSP SD 160 138 128 107 99 43.0 o 81 s 09 t 27 t D,OS - a O.t9 sheathing $5 .558 137 127 106 98 -43.0 0.83 t,t1 129 1 065 -+.4 018 60 157 136 126 105 08 -43,0 0.85 i,i3 1 31s 0.68 -1 s O.le 100 120 115 108I 89 a4 -13.0 099 1.26 143 n>60 t 0.95 -18 0 is 0.15 151 137 1 125 106 97 -330 a, o S5 103 hS50 7 0.85 -1,a 018 20 151 133 122 117 1 103 94 1 .33.0 0.7 09 1 o9 1 085 .14 0.18 0.0-0" 2X4 wood 25 151 130 1 19 117 101 93 -330 0.7 O a.t t 12 1 -0 35 -14 0.18 shank X or 20 9a 30 161 12$ 11, 117 @9 91 -33 0 0 7 0.08 !16 1 0.85 -14 018 0,21a HD Blind' steel 35 148 126 118 115 97 90 -330 0.73 1.01 t 19 1 0851-1 a D le HardiePtank 5!16 12 X nailed to framing, 8 40 145 124 114 112 98 8D V.-330 0.76 t 1. 1 0 e5 .1.4 0Ae long WSP 7116'thick ringg shank 45 143 123 113 111 95 Be •330 0.785 10 - 1,245 t 0.85 .14 0 19 nail` WSP 50 141 121 112 109 94 67 .330 0.81 IF 1.27 1 0as 1.141 a 18 sheathing 55 139 120 111 1 103 93 86 -33,0 0:93 1 if 1 23 1 (1,65 .1.4 016 60 137 119 110 1 106 92 66 -33 0 0 55 1 13 1.31 1 0551.1,41 016 100 114 101 94 1 86 78 73 •33.D 0.96 1.26 143 1n>i10 1 0.65 -I B 0.15 0-18 283 257 233 219 199 181 115 a 0 7 D.ei 1 03 hg-00 1 065 -1 4 0.15 20 283 250 228 219 193 177 -1158 07 0.9 Ica s D85 -144 0.1a 0.09D' 2X4 wwd 25 263 244 224 219 169 I 173 •t 15 8 4017 0 94 f.12 7 0.05 .14 018 shank X or 20 ga. 30 283 239 220 219 165 170 -1 55 B 0 7 0 Q6 t6 1 0 e_i -14 018 0.215"HD Blind Neel 35 277 236 217 215 193 168 .1155 0 ry 1 01 1.1S t 0 e5 -1.4 0 10 Hardic•FlanK 5116 5.25 X 7 5.long nailed to training. 6 40 272 232 215 219 1 180 tGG u58 0 E 10f 122 1 0.65 -t.a 018 ring Shank WSP 7l18^ttYck 45 207 230 212 207 178 164 .1158 0 785 1.065 1.245 t 0.£- -1A 0 tB naY7 VJSP 50 2633 227 211) 204 176 1 )63 •1158 081 1 709 127 1 Ob5 •ta Die sneatntng' 55 280 325 269 201 IN162 -1158 083 1 11 t 3a t 0 85 •1 4 0.18 60 257 223 207 1 199 173 16a •115,e 085 113 1 131 7 1 0.85 -1.4 0.18 IN 213 1.59 177 165 146 137 •1158 099 1,26 IA3 h>60 f 0.65 -10 1 018 0-15 253 230 209 195 178 162 1 92.6 0.7 4.65 103 r 50 t 0e5 •I-,1 0.16 20 253 223 204 196 173 158 -92.13 0.7 0.9 1 ce 1 085 -14 o 18 G090 2X4wood 25 253 219 200 196 169 155 -92.6 07 094 112 1 0.85 -1'A I 0.t8 shank X or 20 ga. X 253 21d 197 106 166 152 -926 0.7 0,08 lie 1 0,65 •1 a 0.18 0.215"HD Blind Steel 35 248 21 l 194 192 163 150 -92 6 0.7- 1.01 1 19 0.65 -1.4 D.f 8 HBrclePlank 5115 6.25 X 1.5'Iong nailed ra framing, 6 40 243 208 192 188 161 149 -92.6 076 1,04 1 22 t o F.5 •t i 0.18 ring shank WSP 7!10-thick 45 239 205 190 iB5 159 147 •926 4755 '1,055 1245 1 0a5 •14 0.18 mail* 4VSF 50 235 203 18b 192 I57 140 -92-6 0 81 1,09 127 1 0.85 -t 4 10, 16 sheaUing 55 233 201 l87 18o ( 156 145 -92 8 0 83 I t 1 t.2S 0 y5 •1.4 18 60 230 1 W 165 178 154 143 -92 6 0 85 1 13 1.31 0 E�5 •t 4 0 18 10D 1 190 169 158 147 13i 123 52 6 0.59 s 23 1.43 h fr3 7 0.65 •1 9 0:8 10 RONALD 1.OGAVVA ASSOCATES,INC. 18835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92,349 714-292-2602 714-908-1615 FAX PROJECT:RIO-2577.15 JAMES HARDIE BUILDING PRODUCTS,INC 1.888-542-7343 tll ,, OGAW,4 �w info@jameshardie.com �`7 S ' • !d e .f4. Z 201`2 21 OC,2014 FSC 2012 fBC,2014 FBC ^� Allowa ble.Ultimate Allowable.Nominal Design Wind,Speed. Design Wind,Speed, . J If� Of V, ', v-I- J t SrSE (3-second gust mph) (3-second gust mph) ✓�•, Apolicawe to methods p,9 ,r.-a .)to specified in[201219C. a5cdtsaa m ••• •••"•••'• 4"' 7014 FBC Sectiontnrauan 3 a1(20t2 rBC, �� } 1 2G121BC,2t?-<FBC1oy 2014FSC)Seaicn S�0NR�- 16091,1 Figure 160cA,B,ur C. Coofllelems used In Table G catculattens for Vµ, VJ1nd ezpasure category Wind exposure categan Sic,ng K., Product Fastener Building 7-, VJidtn Fastener Fastener Frame Product Thkknoss Spacing Haight 8 C D 8 C D(Inches) (inches) Type Sparing Typa (inches) Ffeatl Prp a Exp C EXP 13 t JGC, GGa 0-15 231 210 1 191 17t1 163 148 -77.2 { 07 065 1 D3 tt_60 1 0.85 -1 e 1 0.18 20 231 204 1$6 170 158 144 -77 2 M 0.9 1.06 1 D65 •1 c 013 OA90" 2X4 wood 25 231 200 183 179 155 142 77,2 07 0.94 1 12 1 0.86 1 A 01Q shank X or 20 ga. 30 231 195 180 170 151 139 •71"2 07 0.98 1 le I 0'es -141 0 Ia 0.215"HD Blind steel 35 226 192 177 175 149 137 -77 2 073 IA1 1,19 1 0 65 -1.4 0-18 HardiePtank 5156 7.25 nai.-^,dto framing. 6 40 222 100 175 172 147 136 -R.2 0,76 1.04 122 t 065 -1.4 DiQ X 1.5'long VJSP 7116"fikck 45 218 187 173 169 145 134 .77 2 0 785 1 065 1 2n5 1 0.85 -1.4 0.18 rang shank - na,t r WSP 50 215 185 172 166 144 133 -77.2 O.BI I 1 09 1 27 + 0 m -i.e. 018 sheathing 55 212 184 170 164 142 132 ir.2 G al 1 it 1.29 t 0 85 -1 4 0.18 60 210 182 159 163 141 131 -77 2 085 1 13 t?1 I 0 85 -1 a 0.18 100 174 154 145 135 119 112 -77.2 099 1.26 143 n>6a 1 D85 -1.a 016 0-15 227 206 137 175 159 145 7.1,1 07 085 1.03 ne2.0 1 9.86 .14 0.,a 20 227 200 1B2 ITS 155 141 •7e 1 07 a 9 I.DU 1 D.65 -1.4 013 2X4wrood 25 227 105 179 175 151 139 •741 0.7 094 1.12 1 0.85 •14 016 shank X or 20 Ga. 30 227 191 176 175 148 135 •74 1 0 7 O.GB 1.16 t 0.85 •1.4 01e 0,215"HD Blind steel 35 222 189 174 172 146 135 -741 0,73 1.01 1,19 1 065 -1 4 018 HardcePlank 5116 7.5 milted framing, 5 40 217 186 172 10 144 133 -74,1 0.70 10: E2 1 085 •1.4 010 X 1.5'long VJSP 7116'Ihick 45 214 184 170 166 1,12 132 -741 G 785 1(195{ I.245 i 9.85 •t 4 016 ring shank WSP r 50 211 182 168 163 141 130 1 •74.1 gel 109 127 1 + G 85 -1» D 18 nail sneathing 55 208 180 167 101 139 129 -741 0.03 1 V. 129 1 10 a5 -t.4 0.16 60 200 178 166 159 138 128 -74.1 085 113 1,31 1 0-a5 •14 0.18 IGO 1 170 151 142 132 117 110 -741 U.59 126 143 r)6W 1 085 r-1.6 1 D.1s 0-I5 218 198 180 169 153 139 -M.6 0 7 I 0 85 1 03 n�0 1 0 a5 -•= 018 20 218 192 1743 160 140 13A .686 07 CIO 1 03 •. 085 .1.4 0.18 O.G90" 2X41wood' 25 21$ 1$8 172 169 1.16 133 -696 0.7 0,94 1.12 1 aa5 •I4 0,18 shank X or 20 ga. 30 216 184 169 169 143 131 -686 0.7 009 1 13 1 0.85 -1 4 0.18 0.215'H0 Blind steel 35 213 '131 167 -165 141 130 E86 073 1 D+ t 19 1 10.85 •14 O.18 HardiePlank 5116 $ nailed to framing. 6 40 209 179 165 152 139 128 -68.6 0,76 1.04 1.22 1 0 d5 •t 0.18 X.1 5'long a . frog shrink VYSP 7/16-thick 45 208 177 763 159 137 127 -Ea6 0.7$5 1.0.-5 1245 1 085 -t l 0.18 naa' WSP 50 203 175 162 157 135 125 -686 0.81 I.Gs 12 1 0.8.5 -1.4 O,ia sheathing 55 200 173 161 155 { 134 124 E8.6 0.e3 I.11 1.25 1 0,86 .1.4 0.18 60 198 172 159 153 133 123 -686 065 113 131 1 065 -14 0.18 100 164 145 136 127 112 106 -636 V.59 1.20 143 lvf60 1 0.65 •18 0.18 0-15 214 194 176 166 150 137 -660 07 0.85 103 h_A 1 0,85 -1 a 0.18 20 214 189 172 160 146 133 -56.0 V 0,9 1,06 1 0.85 •14 0.18 0 2X4 wood 25 214 184 169 t56 143 131 -50 0 D 7 0,94 1 12 1 1065 -1 4 0.15 shank X or 20 Ga. 30 214 181 166 166 140 129 -615 0 a 7 0.98 1.16 1 0.65 -1 4 0.16 0.2 t 5"HD Blind steoi 35 V9 178 164 162 13$ 127 -fi0 0 0.73 1,01 1 111 ! 0,85 •t 4 0 18 HardiePiank 5/15 8.25 nailed.to framing, a 40 205 176 162 159 136 125 1x1.0 On 1 04 122 1 0.85 -141 0 76 X 1,5'long VVSP 7116'thick 45 202 173 160 156 134 124 Elio 0785 1,065 1.245 ? 0.65 •I 4 D to lingshank nanl r WSP 50 199 171 159 154 133 123 d»D 061 t.09 127 1 065 -1; 0 13 Sheathing 55 196 170 157 152 132 122 -660 0.83 1.11 129 085 •14 1)lei 60 194 168 155 150 130 121 -G3 D 1 065 1,12 1.31 1 065 -1 4 016 100 161 142 134 1-4 it0 704 -660 099 1,26 1.43 h>60 t 085 -I's 018 0-15 F 182 165 155 141 12$ 57.A 07 085 03 tr30 1 085 -14 0.19 20 177 161 155 137 125 -57 9 07 0 9 1.08 1 Cl 5 -1,4 0 18 0.090" 2X4 woad 25 173 158 155 134 123 -57 9 011 0.9-1 1.12 t 0.85 -1 4 0 18 shank X or 20 ga. 30 100 ISO 155 131 120 .5119 07 0 Sa 1 16 1 0.85 1.4 0.10 0.215"HD Blind steel 35 167 154 162 12n 119 -57 9 0.73 1,01 19 I Des n 4 0,18 HardiePlank 5116 9,25 nnfled To flaming, a 40 160 152 149 127 117 -57 8 076 1 04 t22 1 D.eS -1.4 0.16 X 1.5'hang VJSf> 7116--thick 45 162 150 146 126 115 -47 9 07,55 1 D65 1245 1 0.85 .14 019 nng sllailk WSP 50 160 ME) 144 124 115 •579 0a1 109 1_27 1 065 -14 Die nail' sheatha g 55 1 184 159 149 tat 123 114 -51.9 083 t.1 t t 29 1 065 -'4 016 60 182 i 58 146 141 122 1 113 -57 9 D 85 113 1.31 9 0.85 .1.4 0.18 •,a 1DO i50 133 125 117 1CA 97 -57,9 0.SO i 26 1.43 n>ab 1 0.85 018 11 RONALD1.t0GAWA ASSOCIATES,'ING., 16835•ALGO.061N.STREET t�43 HUNTItJGTON.BEACH;CA 92649 7:14.292-2602 714=�'6=1615 FAX .PROJECT;.RI(2145777-15 JAMES HARDIE BUILDING PR6bUC%,INC: 1-888-542-7343 infd@jamesna rdie,cam. 201216C,2014 FUC 2012WC.2014.FBC A1lowable,.1,11timate. Allowable,Nominal Design Wind.Speed,. Design Wind.Speed; V"a (3-second gust mph) 13_'second gust mph), '40ticit}Ie to frMmOds. Aypticablu to"mufhodc. soa4d in aw 15C, 5potdt ed i•Extcyt ansl ?014 F6C1.ecticn thmu9ti 3 of 120121BC; 1606.1,t!as.dele7ined oy 201¢F3ecti� (202 MC.'?014 F.BCj 1669:Cj 5 8 Figtue5'1609A B.or.C. CocHIc10"ntm usgd!n dufik 0 caloulntloile for V„ Wind exposuro'eategory Wind exposure category Siding tc,. FroCuct' Alicwabte, 4YdlttFestaner- Fastener Flame Fastener Building.; Product Thickness Spacing. Height'" 13= C 'Q 6 C 'D Desp4 (Inches) .1tOcl:ies) Type Spacing Type '(inches) '(reet) Laad (asFl. Exn B Exd 0 cc, cC� 0=16 1971. 179 163 -Isi t39 772fi -56.2 07 0.65. 1.03 t-60 1 0.B5 •1,4 016 20 197`. 174,. 159- .153 135 123 j •561. (17 0.9 1.08 1 185 -1 a 0.10 0A90y 2X4:wood 25 197. 170 158 153 132' 121, -56 2 0:7 O,W 102 1 0.85 -1 4 018, �anank X -- or 20 ga. '30 1 197. 167 153 153; 129 119 .56: 7 0.9 1,1 aE 6 1 0.85 -t:d O,1B 0;215'HO Bond steel 35 19..1 184 151 - 150 127 117 --%.2 073 1.01,. 1.15 1 GAS -t.d 0.18 HardiePlank. 5116` $;5.. ?(1.5 IOSIg .nailed to framing: 6 40.: .169 102 149 147 125 116' -SS 2 0,76 '1.04 1,22 1 0:85 -1.4 0.18 .�Sha11k V1/SR' 711'6'Thick 45 •186 100 148 ''144. 124 115 -1-4-2 0.785 -1.035 "1.245 1 0:85 -1:4 0.18 flail r WSP 50 183 Ise 146 142 i22 113 -56.2, 0,81 1p9 1.27 1 0.85 -1,4 018 sheathing 55 181 157 145 >140; 121, 113 66.2 0.81, 1.111 1.21) 1 085 -1.d 0.18 do- 179. 155 "144_ :139, 120: 112 -56,2 0.85 .1.13 1.31 1 '0,05 -1.4 018 100' 148; 13R 123- 1,16 102` -95• `,6:2 0.99- 1:26- 143 h>60 t 0.85 -1.@ 0.18 OAS . 173 157.' ;142 M, 121 110 43.1 0.77, 0.e5 1.03 h1160 1 085 -1,4 0.18 20 173:" 152 139 .134 118 M014 .7 0.7 0.9 t08 1 0.@5 •l.4 OJB 0.090, 2Xewood '25, 173 149 137 1J4r 115 .1 0.7 •:0.94_ 1.12 1 0,85 •ta 0.18 ,.;.ana»kx; or>goga.. 30 � 173t '146 ,134 134 113 .1 07 0.09 '-1.16 1 0,85 •1;4 OAS Blind sleet 35 169 144 132 '.131 L11• .1 0.75 1,01 t:9 1 0,65HardiePtank; 5('16 12 nailed to .naming, 6 40' 166 142 , 131 128 110. 1 __ 076 1,04 1.22 1 0.85 -1.4 0.111 long4VSP" 7Li6'thick 45 163•'. :140 � 130 428' 108 3,1 0:785 1.W5 1.245� 1 OA5 -1.4 0.18ring shenk NJSPnail,' 50 16.1 138 128 .124 1073.1 081 t.09. t.27 1 OBS -1,4 O,tBsheathing 55. 159. t37 127 123' 1063.1 CA3 1J1 t20 1 0.85 •1,d 0 t8157- 138 128 121 1053,1 Q85• 1,13 •1.37 1 0,85 Al 0,18 too 130 115 108_ 101 89 84 .13.t 0.99, t.26 1 43 n,60 i Q85 -1 B 0.18 1..Building height,=mean:mof height(in feet)of,a building,except that save height shall be;,ussd for roof:angle 0 less than or equal to 10`(2-12 roof slope). 2.Unear in"Olaliod Of.Wilding height(5 60 fly and wild speed'is permitted. 3,V,z the ultimate design vfin :speep(3-secogd gust mph)as d010immed by'.12012 IBC,2014 FBCj Figures f609A'16098;01 1009C;ASCE.7-10 Figures 25.5 f+;20.5,t8;or26 S 1C. 4,Vs=the nominal design.vind speaa applicable to molhods specified in Exceptions 1 through 3:6f 12612JB6,2Di4.FBCj Section 1609.1.1; 5-The:vdtidspeeds in 12012 IBC,2014 FSCj Figures 1609A,16098 and 1609C.8re ullimate,design;iv nil speeds,V,,and.shall be converied 1n4ccordanco With 12012`I8C;2014 FBCI Section 1609.3:1 to, nominal design'wind Speeds,V„4,oett the provisions of.111e standards reremnCetl In 120121BC;''2014 FBC]8eciloo 1809.1 A Exceptions 1 t66ugh 3 are used. 6_Wind speed design assumptions perMalylicat Methdd in ASCE 7.10 Cl-opter 30 CSC Part 1;and Parf 3'K,,=1;K,=0,86,GCF=1.4{n3fi0),GC-1'.8(tia6D),,GC,=Q:18. 7.Faslenerlengih&hall be sufficienhto penalrate backside of the.WSP'shealhing:.by at least 1/4'for nails or:3Jull,theads'I0r screws. LIMITATIONS'OF USE: i}In High Velocity Hbrricane Zones-(HVHZ)install per N11ami-Dade County r1orlda;'NOA 15-0122:04. !>>9Jlf_110 VaAW,, qq' V O, q 12'