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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: p DATE FILED: T v PERMIT# S�C � /03'v dab REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE 2r/ADDRESS: 7Jo� 1 n Gqrd Fop 111'ernf, F ✓ �F✓ `0�3� d L. DETAILED DESCRIPTION OF PROJECT REVISIONS: I rr�ie 6� X yaw l lorlIg rtvm, U"lpo n-t ryye1ra s-c'd q-r wed I er s/� e J,,l�e�A e /'-!3 /h:2Q A?fii�� A r 11 CC2-a; �s -7Y'n-ftl a"'Ate,ed CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST.LUCIE CO CERT.#: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: D t, e UI'1� ADDRESS: D 7 6N leh CITY: c,,y-�, t jl�rc t° STATE: For l ZIP: 3 9S^ PHONE(DAYTIME: 727��f FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 REVISION ,.plorida Building Code Online Page 1 of 2. a�V:4+� fi"�'�,-'Ci�L� Yy��5u�:t •P� Y rr�`'`-'.'R"y,5,p.,�rtr] 5,��� �� ��G"'S' _ �s�'.S`�``�.,-�.=k.u- ..�I:S� Ems" �P`���Y--n fS`;�•� ..,'-t�,.`� .�y. '�'��'N' ty�,"' _ -j aCIS Home Log In User ltegist atlon Hot Topic Submit Surcharge Sats&Facts i Publications Contact Us i SCIS Ste Map = links Search WIN d bProduct Approval USER:Public User r Product Approval Menu>Product or Application Search>Application List>Application Detail ,.•ygy�, .rte"• r5s� FL# � FL13223'R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer James Hardie Building Products,Inc. Address/Phone/Email 26300 La Alameda Ste.250 Mission Viejo,CA 92691 (909)545-8359 chad.diercks@iameshardie.com Authorized Signature Chad Diercks REVIEWCO C�� chad.diercks@jameshardie.corrc®®E w I� Technical Representative Pingshenq Zhu ST. I!UC®MPLIA14CE Address/Phone/Email 10901 Elm Ave. E C®uN7V . Fontana,CA 92337 SOCC 7! T (909)349-2927 [� pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 T (909)349-2927 PShen zhu ' kn 9 9• @jameshardie.com 1�'y , (4Category Subcategory Panel Walls Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Ronald•I'.Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/200 Validated By John Southard,P.E. Validption Checklist-Hardcopy Received Certificate of Independence FL13223 R4 COI RIO-Certificate of Independence odf Referenced Standard and Year(of Standard) SAandard year JASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Enqineer or Architect FL13223 R4 Eauiv RI0-26928-17 ASTM C1186 eauivalency_pdf Sections from the Code https://floridabuilding.?Tg/pf/pr app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FCwkdp... 4/5/2019 ij lorida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13223.1 Cempanel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13223 R4 II cemoanel-instaliation.ndf Approved for use outside HVHZ:Yes FL13223 R4 II NOA 17-0406.06.01' Impact Resistant:Yes FL13223 R4 n RIO 2689-17 Panel to Furrino.0 Design Pressure:N/A FL13223 R4 II RIO-2686-17 Panel Woad Metal Frame-odf Other.For use inside a HVHZ install in accordance with NOA Verified By: Ronald I.Ogawa 24121 17-0406.06 Created by Independent Third Party:No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furring.pdf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.ndf Created by Independent Third Party:Yes 13223.2 HardiePanel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13223 R4 II HardiePanel-Installation.odf Approved for use outside HVHZ:Yes FL13223 R4 II NOA 17-0406.06.odF Impact Resistant:Yes FL13223 R4 II RIO 2689-17 Panel to Furrina.odf Design Pressure:N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.pdF Other:For use inside a HVHZ install in accordance with NOA Verified By:Ronald I.Ogawa 24121 17-0406.06 Created by Independent Third Party:No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame odf Created by Independent Third Party:Yes 13223.3 Prevail Panel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL13223 R4 II NOA 17-0406.06.0 Approved for use outside HVHZ:Yes FL13223 R4 II Prevail-Panel-InstaIla tion.odf Impact Resistant:N/A FL13223 R4 Il RIO 2689-17 Panel to Furring.pdif Design Pressure:N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame odf Other:For use inside a HVHZ install in accordance with NOA Verified By: Ronald I.Ogawa 24121 17-0406.06 Created by Independent Third Party:No Evaluation Reports FL13223 R4 AE NOA 17-0406 06 odf FL13223 R4 AE RIO 2689-17 Panel to Furrina.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame-odf Created by Independent Third Party:Yes Back Next , Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAIEED employer.Coovriaht 2007-2013 State of Florida_::Privacy Statement::Accessibility Statement::Refund Stateme�rt Under Florida law,email addresses are public records.If you do not want your a-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. ��r+,,,,Pro�roduct ApprontaF l AAcceepts: k_:a W 110 a=';=:1 M Credit Card . Safe https://floridabuilding.org/pr/pr app_dd.aspx?param=wqF t ctDgvRk6bsvZ66FCwkdp... 4/5/2019 P-1- m JamesHardie HardiePanel1#'Z 61a Vertical Siding EFFECTIVE,SEPT00BER 2013 ON INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY-PRIMED&COLORPLLISr-_ PRODUCTS Visa for the most recent version. SMOOTH - CEDARMILLO -f $1_LEQT &LERA-A-8�- STUCCO 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 HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTm PRODUCTS OUTSIDE AN HZ109 LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR GALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING: CUTTING INSTRUCTIONS Store flat and keep dry and 0=0QRS INEICIORS i.Postonadngs',atiDnsothatwWwObl,ow"amYfmmLmr 1.Cut only using score and snap.or shears(manual.electric or pneumatic).covered prior to installation.Installing andolhersinworkirligarm 2.Position cutting station in well-ventilated area siding wet or saturated may result in 2.1.1seomofthatriumvingmethods: shrinkage at butt joints.Carry planks alaest Lsooreandsnap on edge. Protect edges and corners5.Shears(manual,electric or priumalic) -NEVER use a power saw indoors ti-Beter i. the Rardieftle-saw blade tradema* Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry from breakage.James Hardie is not HardielaW saw blade and HEPA vacuum e&actiGn NEVER dry sweep—Use wet suppression or HEPA Vacuum responsible for damage caused c.Good: L Dust reducing circular saw with a Rardie6taft saw blade by improper storage and handling of (onlir use for lovv to moderate cuff) the product_ i important Note:For maximum Protection(invest respirable did production),James Hardie recommends always using Tesr-lejol cutting megmods whom leas b e. N10SH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional wXslde information is availaIlle at wvAmoreshardie.corn tDhoyou determine the mad aparoariate cutting method foryour job requirements.if concern still adz abort eqmollevels rix you do not comply wall the above practices,you should always consult a qualified industrial hirgiffliSt Or Contact James Hardie for further information. GENERAL REQUIREMENTS: • These instructions to be used for residential single family Installations only.For Commercial/Multi-Family installation requirements go to www.jamesHardleCommercial.corn vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"D.C.See genemal fastening requirements.Irregularities in Hardiel?anel�-, training and sheathing can mirror through the finished application,James Hardie recommends installing HardiePanel on a capillary break(rainscreentfurring)as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www.iamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration-and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrap"Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements- • When installing James Hardie products all clearance details in figs.5.6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. Do not install James Hardie products,such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use HardiePanel vertical siding in Fascia or Trim applications. • Some application are not suitable for GolorPlus.Refer to ColorPlus section par 3. • DO NO use stain,oiitaikYd base paint,or powder coating on James Hardi&9 Products. • For larger n. including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consixt ration the coefficient of thermal ex ansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin #8"Expansion Characteristics"at www.JameNardie.com. INSTALLATION: Joint Treatment Fastener Requirements * Vertical Joints-Install panels in moderate contact(fig.1).alternatively Position fasteners 318"from panel edges and no closer than • joints may also be covered with battens,PVC or metal jointers or 2"away from comers.Do not nail into comers, caulked(Not applicable to ColorPiuse Finish)(rig.2). HardiePanel Vertical Siding Installation e Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). *.Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3 • HardiePanel vertical siding must be joined on stud. water-resistive border water-resisfive barrier • Double stud may be required to maintain minimum edgestuwater-resistrule d (ff2 X,4stud barrier nailing distances. barrier u upper panel pper panel Figure 1 lWgap Do not 1/4'gap Do nam Caulk water-resistive Caulk barrier Z-flashing t sheathing HardiePanel Batten Joint "H"Joint 'Mashing r r. vertical siding water-resistive barrier banddeCaboard keep naris 4 stud "— tater ou2r panel pand from panel edges Figure 4 plate leave appropriate gap between Recommendation:When 318' then caulk* installing Sierra 8.p he de \ A at panel Caulk Joint a double stud \ , I moderate contact (T-101 applicable to ColorPlusf,Finish) joints to avoid nailing kei p ners2" -Apply Caulk in accordance with caulk through grooves. away corners t manufacturers written application instructions. 'For additional information on HardieWralfm Weather Barrier,consult James Hardie at 1-866-4Hardie or mwi.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST ,lames Harai61proaucts contain respirable crystalline silica,which is,%novin tothe State of California to cause cancer and is considered by[ARGand NiOSH to be a cause of cancer from some occupational sources Or thing excessive amounts of respirableslica dust can also cause a disabling and'Poterdially tatai rim disease called silicosis,and hasbeen linkedwith other diseases.some studiesmggest smoking may increase tirese rsi-,s-During instalation orhandling_(m)tvoikin ouidoor arms%vilh ample van'iiiationi we fiber cement shears fr.cutting or,ivinele not feas-ible,use a Hardiestadee saw blade and dust-reducing circular salt'attached to a HEF.A vacuum: (3)warn other,in the immediate area;(4i r.w a proper0ttki:'MoRlapproved dust mask or respirator(e,g.N-951 in accordance oath applicable government regulations andmarkulacturer instructions to further limit respirable silica exposures. During dean-up,use HEPA vacuumsorimt cleanup methods-never dry&Mo. For further Information.refer to our installation instructions and Wiener Safety Data sheet anriab!e 3t rwAqarneshanfle.ccm or by calling I-800-gHARDIE(1-800.942.73439.. FAILURE TO ADHERE TO OUR WARNINGS,LiSOS.AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL rNafflY OR DEATH. HS1236-P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1"-2"clearance At the juncture of the roof and vertical Maintain a 114" compliance with local building rode -2"clearance between between James Hardie products surfaces,flashing and counterflashing clearance between requirements for clearance between James Hardier •and decking material. shall be installed per the roofing the bottom of James manufacturer's instructions.Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1"-2"clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. stud water siding and trim. Refer to fig.3 on Figure 5 siding 9 Figure 6 _y resistive Figure 8 page 1. siding barrier deck material V-2" mi bottom ! _ plateflashing ledger concrete 6'min. I foundation Do not bridge floors with Hardiel'aner siding.Horizontal KICKOUT FLASHING joints should always be created between floors(fig.10). Water Because of the volume of water that can pour down a sloped Resistive i i j roof,one of the most critical flashing details occurs where a Maintain a minimum 1"gap Banner Framing roof intersects a sidewall. The roof must be flashed tAth step between gutter end caps and Figure 10 III flashing. Where the roof terminates,install a kickout to deflect siding&trim. Flooring Figure 9 ° '! Trim ontal water away from the siding.It is best to install a self-adhering r membrane on the wall before the subfascia and trim boards are nailed in place,and then come back to install the kickout. Z f Figure 11,Kickout Flashing To prevent water from siding - dumping behind the siding and the end of the roof Y Sheathing 1 t intersection,install a"kickout"as required by IRC code 4 i, . R905.2.8.3:'...flashing shall be a min.of 4"high and 4' - fascia ' HardiePanel° wide."James Hardie recommends the kickout be angled gutter and end cap between 100°-110°to maximize water deflection Figure 11 BLOCKED PENETRATIONS slepaaWm Penetrations such as hose bibs and holes 1 g"or larger such as dryer vents Inembraneg/: should have a block of trim around point of penetration. •• ` GENERAL FASTENING REQUIREMENTS ` s Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized are acceptable but may exhibit premature corrosion.James Hardie recommends the use of qualitj, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of 'y fasteners. Stainless steel fasteners are recommended when installing James Hardie products nears the ocean,large bodies of water,or in very humid climates. • Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have PNEUMATIC FASTENING specific jurisdiction.Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. James Hardie products can be hand nailed or fastened with a • Drive fasteners perpendicular to siding and framing. pneumatic tool.Pneumatic fastening is highly recommended. • Fastener heads should fit snug against siding(no air space).(fig.A) Set air pressure so that the fastener is driven snug with the • Do not over-drive nail heads or drive nails at an angle. surface of the siding.A flush mount attachment on the • If nail is countersunk,fill rail hole and add a nail.(fig.B) pneumatic tool is recommended. This will help control the • For wood framing,under driven nails should be hit flush to the plank with a hammer(for steel depth the nail is driven.If settinq the nail depth proves difficult. framing,remove and replace nail). choose a setting that under drives the nail.(Drive under driven • NOTE:Whenever a structural member is present,HardiePlank should be fastened with even nails snug with a smooth faced hammer-Does not apply for spacing to the structural member.The tables allowing direct to OSB orplywood should only be installation to steel framing). used when traditional framing is not available. • Do not use aluminum fasteners,staples,or clipped head nails. Snug Flush ® ® Countersunk, fill&add nail) do not under DO NOT Figure A Figure B drive nails STAPLE HS1236-P213 8113 z mo, CAULKING For best results use an Bastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions.Note:OSI Quad as well as some other caulking manufacturers do not allow toolinq. DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk,paint or prime all field cut edges. DO NOT use stain,oiValkyd base paint,or powder coating on James Hardie' Products.James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100%acrylic topcoats are to touch-up ColorPlus products. recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications. Back-roiling is recommended if the siding is sprayed. COLO RPLUS"TECHNOLOGY CAULKING,TOUCH-UP&LAMINATE I •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 ColorPlusP Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePanell"siding with ColorPlus Technology. •Laminate sheet must be removed immediately after installation of each course. •-lerminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPluge,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 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. The following outlines the recommended applications for ColorPlus and Primed panels.Not all designs will be suitable for every application: •Exposed fasteners or battens is the recommended application for ColorPlus panel products •Do not use touch-up over fastener heads for smooth ColorPlus products-primed panel recommended •For ColorPlus panel applications that require fasteners in the field,it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only,but correct touch-up application is important.Some colors may show touch-up when applied over fasteners.Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIER SIDING AND TRIM PRODUCTS WITH COLORPLUSO 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,oiValkyd 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 RECOGNITION:In accerdance.with ICC-ES Evaluation Report ESR-1844,HardiePanel®vertical siding is recognised as a suitable ahemate to that specified in:the 2006.2009.8 2012 International Residential Code for Ona-and Two-Family Drvel6ngs and the 2006,2009,8 2012 International Building Code.HardiePanel vertical siding Is also recognized for application in the following:Gly,of Los Angeles Research Report No.21862,Slate of Florida listing FL9889,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. ©2013 James Hardie Building Products.All rights reserved. TM.SM,and 0 denote trademarks orregistered trademarks of Additional Installation Information, James Hardierechnology Limited 2 is a registered Warranties,and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com HS1236-P3/3 6/13 Florida Product Approval HardiePanel® Siding • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 (1)714-292-2602;(F)714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS,INC. "88-542-7343 info@jameshardle.com EVALUATION SUBJECT HardlePanel@ Siding James Hardie Product Trade Names covered In this evaluation: �'�, HardiePanel®Siding,Cempanel®Siding,Prevail*"Panel Siding EVALUATION SCOPE: ` ASCE?-10 2017 Florida Building Code Fin✓ ,t� n 2015 International Building Code 2015 International Residential Code EVALUATION PURPOSE: This analysis Is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel(Cempanel,Prevail Panel)siding fastened to woad funings on eitherwood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 102024353COQ-001A,Transverse load test on HardiePanel. TEST RESULTS: Table Ia.Results of Transverse Load Testing Frame Fastener Ultimate Allowable Test Thickness Width Spacing Spacing FaslenerType Load Design Load= Report Number Agency (in.) in.) Frame Type (in.) (in.) and Dimensions (PSF) (PSF) Failure Mode 102024363COQ-001A Intertek 0.3125 48 2X4 wood stud,3/4"thick by 16 6 No.8 X 1.25"long X 0.323'HD _160.7 53.6 pull through/fracture wide SPF furring ribbed bugle head screws 102024363COQ-001A Intertek 0.3125 48 2X4 wood stud,3/4"thick by 16 8 No.8 X 1.25'long X 0.323"HD _131.4 -43.8 pull through 3.5'wide SPF furring ribbed bugle head screws 102024363COQ-001A Intertek 0.3125 48 2X4 wood stud,3/4"thick by 16 12 No.8 X 1.25'long X 0.323'HD -1061 -35.4 pull through 3.5'wide SPF furring ribbed bugle head screws 102024353COQ-001A Intertek 0.3125 48 2X4 woad stud,314"thick by 16 6 0.090'shank X 0.215'HD x 1.5' _147.6 -09.2 pull through/fracture _ 3.5"wide SPF furring long ring shank nail 102024363COQ-001A Intertek 0.3125 48 2X4 wood stud,3/4"thick by 24 6 No.B X 1.25'long X 0.323°HD -82 7 -27 6 pull through#racture 3.5"wide SPF furring ribbed bugle head screws 1.All fasteners were installed on furring without penetration Into the framing members. 2.Allowable load Is determined from ultimate load divided by a factor of safety of 3. 3.HardiePanel Siding complies with ASTM C1185.Standard Specification for Grade It,Type A Non-asbestos Fiber-Cement Flat Sheets. Table 1b.Analysis of Allowable Load for#8 Screw at 10"O.C. #8 Screw Spacing Fastener Spacing in. 8 12 10 Frames acro in. 16 16 16 Fastener Tributary area(te) 0.89 1.33 1.11 Allowable load 43.8 35.4 38.8 ' Individual fastener load Ib. 38.9 47.2 43.1 The fastener load for#8 screw at 10"O.C.was calculated as the average of the test results for e"and 12"O.C. The allowable load f0r#8 screw at the spacing of 10"O.C.Into furring can be calculated by interpolating the results of same fastener at 8"and 12"O.C.,since both tests had same failure mode of fastener pull through from the panels.As shown in the table,the allowable load for#8 screws installed at 10"O.C.to wood furring Is 38.8 psf. Justification of Using the Results on Light Gauge Steel Framing In the subject configurations,all fasteners were attached to furring only,so whether the furring is attached to wood or steel framing does not affect panels'transverse load rapacity.It's the project engineers responsibility to ensure the furring attachment and framing memebers to have sufficient load capacities. Igo' pGAWq B, M 0` b a 1 2 RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 (f)714-292-2602;(F)714-8474595 PROJECT., RIO-2689-17 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 detennined based on a factor of safety of 3 applied to the ultimate test load. Equation 1, q,=0.00256'1(,'Ka'Kd'V' (ref.ASCE 7-10 equation 30.3-1) q,,velocity pressure at height z K,,velocity pressure exposure coefficient evaluated at height z K„,topographic factor Kd,wind directionality factor V,basic wind speed(3second gust MPH)as determined from 2015 IBC Figures 1609.3(1),(2),or(3);ASCE 7-10 Figures 26.5.1A,B,or C Equation 2, V=V,m (ref.2015 IBC Section 1602.1 definitions) V.,ultimate design wind speeds(3-second gust MPH)determined from 2015 IBC Figures 1609.3(1),(2),or(3);ASCE 7-10 Figures 26.5-1A,B,or C Equation 3, p=q,*(GCp-GC,) (rel.ASCE 7-f0 equation 30.6-1) GCp,product of external pressure coefficient and gust-effect factor GCpi,product of internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable desgn load for siding) To determine design pressure,substitute q,into Equation 3, Equation 4, p=0.00256'K,'K,;Kd'V,a''(GCp GC0 Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7 Equation 6, 0.6D+0.6W (ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load 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_,=0.61[p) Equation 7, p°,d=0.6'(0.00256•K,Kn'Kd'V,m''(GCp-GCp)) Equation 7 is used to populate Table 3,4,and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6,solve Equation 7 for V,a, Equation 8, V,d,=(pm/0.6.0.00256'K,-Kn V(GCp-GC,)P Applicable to methods specified In Exceptions 1 through 3 of 2015 IBC Section 1609.1.1.,to determine the allowable nominal design wind speed(Vasog for Hardie Siding in Table 6,apply the conversion formula below, Equation 9, V..d=V. (0.6)a1 {ref.2015 IBC Section 1609.3.1) V®d,Nominal design wind speed(3-second gust mph) (ret.2015 IBC Section 1602.1) lrjGAWA yon T ©1 PS'rf1B�Jr/��/l l� 3 • RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 (T)714-292-2602;(F)714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 2,Coefficients and Constants used In Determining V and p, Wall Zone 5 Height(8) Exp B Exp C Exp D K. Kd GC GC 0-15 0.7 0.85 1.03 hs60 1 0.85 AA 0.18 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 1 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 0.81 1.09 1.27 1 0.85 -1.4 20-18 A 55 0.83 1.11 1.29 1 0.85 -1.4 60 0.85 1.13 1.31 1 0.85 -1.4 .18 100 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 Table 3,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category B, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 '" 170 180 190 200 210 Height(ft) B B 8 B B B B B B B 8 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 53.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 52.5 57.0 41.7 46.8 52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 52.5 :-37.0 1 -41.7 46.8 -52.1 57.8 53.7 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 50.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 50.8 56.6 -62.7 59.1 45 -16.2 -17.9 -19.5 -21.4 -23.3 -27.4 -31.7 -36.4 41.5 46.8 52.5 -58.5 54.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 56.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 43.8 49.5 -55.5 51.8 -68.5 -75.5 60 -1 .5 -19.3 -2 .2 -23.2 -25.2 -29.5 - .4 -39. .9 -50.7 55.8 -63.3 -f0.1 -11.3 100 -25.5 -28.2 -31.0 -33.8 -38.9 43.3 1 50.2 -57.6 55.5 1 -74.0 -82.9 -92.4 -102.4 1 -112.9 Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category C, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(it) 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 53.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 41.8 47.5 -53.7 .50.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 52.8 -38.0 43.6 49.6 55.0 -62.8 -70.0 -77.6 55.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 34.2 59.6 45.5 -51.8 58.4 -65.5 -73.0 -80.9 59.2 35 -20.8 -23.0 -25.2 -27.6 30.0 -35.2 -40.8 -46.9 53.3 50.2 57.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 30.9 -36.3 42.0 -48.3 54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -220 -24.2 -26.6 -29.1 31.6 37.1 43.1 49.4 56.2 53.5 -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 55.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3- -33.0 38.7 -44.9 -51.5 58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 30.8 33.6 -39.4 -45. -52.4 59.7 -6.4 -75.5 -84. -93.2 -02.8 100 326 35.9 -39.4 -4 -06.9 55.0 -63.8 -73.3 53.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 6,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D, nd Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(it) 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 51.4 58.8 -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 54.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 33.3 39.0 -45.3 52.0 59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -25.4 -29.0 -31.6 -34.5 40.4 46.9 -53.8 -61.3 59.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 325 35.3 41.5 48.1 -55.2 52.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 30.5 33.3 -36.2 42.5 49.3 56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 31.1 -34.0 37.0 43.4 50.3 57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 31.7 34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 32.2 -35.2 -38.3 -45.0 52.2 59.9 58.1 -76.9 88.2 95.1 -106.4 -117A 60 -2.D -29.8 32.7 -35. 38.9 -4b.1 3.D 50.8 -69. -78.1 -87.6 -97.6 -108.1 -19.2 100 37.0 110.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 1 -133A -147.9 -163.0 Tables 3,4,and 5 are based on ASCE 7-10 and consistent with the 2015 IBC,2015 IRC ////��1 ++ a ' E !SIN 6&9 4 RONALD 1.OGAWA ASSOCIATES,INC. JAMES HARDIE BUILDING PRODUCTS,INC. 16835 ALGONQUIN STREET#443 1-888-542-7343 HUNTINGTON BEACH,CA 92649 info@jameshardie.com (T)714-292-2602;(F)714-847-4595 PROJECT: RIO-2689-17 Table 6,Allowable Wind Speed(mph)for HardlePanel Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)a 2015 IBC,2017FBC- 201518C,2017 FSC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, a,s 4 e V,a Vp� , (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2015 113C, Applicable to methods 2017 FSC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of[20151BC, (2015 IBC,2017 F8C] 2017 FBCI Section Figures 1609.3(1),(2),or 1609.1.1. (3)• 1 Coefficients used in Table 6 calculations for V„o Wind exposure category Wind exposure category Siding K, Minimum Fastener Stud Building Allowable Product Thickness Fasteneress Spacing FrameType Spacing Helght2•s B C D B C D Design Load (in) (in.) Type (in.) (in.) (it) IPA Exp B Exp C Exp D Kn Kn GCp GCp 0-15 193 175 159 149 135 123 -53.6 0.70 0.85 1.03 hf60 1 0.85 -1.4 0.18 20 193 170 155 149 132 120 -53.6 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 193 166 152 149 129 118 -53.6 0.70 0.94 1.12 1 0.85 -1.4 0.18 No.8 X 2X4 wood or 30 193 163- 150 149 126 116 1 -53.6 0.70 0.98 1.16 1 0.85 -1.4 0.18 1.25'long 6"O.C. ra ga.steel 35 189 160 148 146 124 114 53.6 0.73 1.01 1.19 1 0.85 -1.410.18 HardiePanel® 5/16 48 X 0.323° Into framing,3/4' 16 40 185 158 146 143 122 113 53.6 0.76 1.04 1.22 1 9.8.5 -1.4 0,16 HD ribbed furring thick by 3.5° bugle head only wide wood 45 172 150 140 133 116 108 53.6 0.88 1.15 1.33 1 0.85 -1.4 0.18 screws furring+•7•e 50 179 154 143 139 120 111 53.6 0.81 1.09 127 1 0.85 -1.4 0.18 65 177 153 142 137 119 110 53.6 0.83 1.11 129 1 0.85 -1.4 0.18 60 175 152 141 135 117 109 53.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 145 128 120 112 1 99 93 53.6 0.99 1.26 1.43 h>60 1 0.85[.1.4 0.18 0-15 174 158 144 135 122 111 -43.8 0.70 0.85 1.03 hs60 1 0.85 0.18 20 174 154 140 135 119 109 -43.8 0.70 0.90 1.08 1 0.85 0.18 No.8 X 2X4 wood or K35 174 150 138 135 116 107 -43.8 0.70 0.94 1.12 1 0.85 0.18 1.25'long 8"O.C. 20 ga.steel 174 147 135 135 114 105 43.8 0.70 0.98 1.16 1 0.85 0.19X 0.323' Into freming,3/4' 171 145 134 132 112 103 -43.8 0.73 1.01 1.19 1 9.85 0.18 HardiePanel® 5N6 48 16167 143 132 129 111 102 .43.8 0.76 1.04 1.22 1 0.85 0.18 HD ribbed furring thick by 3.6'bugle head only wide wood 164 141 131 127 109 101 -43.8 0.79 1.07 125 1 0.8.5 0.18 screws furring+aa 162 140 129 125 108 100 43.8 0.81 1.09 127 1 0.85 -1.4 0.18160 138 128 124 1D7 99 -43.8 0.83 1.11 1.29 1 0.85 -1.4 0.18158 137 127 122 106 99 -43.8 0.85 1.13 1.31 1 0.6.5 -1.4 0.18 100 131 116 101 90 43.8 0.99 1.26 1.43 h>60 1 0.85 -1.810.18 0-15 164 149 135 127 115 105 -38.8 0.70 0.85 1.03 hs60 1 0.65 -1.4 0.18 20 164 145 132 127 112 102 -38.8 0.70 0.90 1.08 1 0.85 -1.4 0.18 No.8 X 2X4 wood or 25 164 141 '130 127 110 100 -38.8 0.70 0.94 1.12 1 0.85 -1.4 0.18 1.2long 10"O.C. 20 ga.steel 30 164 139 127 127 107 99 58.8 5' 0.70 0.98 1.16 1 0.B5 AA 0.18 X 0.323° into framing,3/4' 35 161 136 126 124 105 97 -35.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel® 5/16 48HD ribbed forting thick by 3.5° 16 40 157 134 124 122 104 96 1 -38.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 bugle head only wide wood 45 155 133 123 120 103 95 -38.8 0.79 1.07 125 1 0.85.-.4 0.18 screws furring+•7A 50 152 131 122 118 102 94 -38.8 0.81 1.09 1 1.27 1 0.85 -1.4 0.18 151 130 121 117 101 94 •38.6 0.83 1.11 1.29 1 0.85 -1A 0.18 60 149 55 9129 120 115 100 93 -38.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 10D 123 95 -38.8 0.99 1.26 1.43 h>60 1 9.65 -1.8 0.18 0-15 157 142 129 121 110 100 -35.4 0.70 0.85 1.03 h66010.18 -1.4 0.18 20 157 138 126 121 107 98 -35.4 0.70 o.so t.ae -1A O.18 No.8 X 2X4 wood or 25 157 135 124 121 105 96 -35A 0.70 0.94 1.12 -1.4 0.18 1.25'long 12"O.C. 20 ga.steel 30 157 132 122 121 103 94 35.4 0.70 0.98 1.16 -1.4 a.te X 0.323" Into framing,3/4° 35 153 130 120 119 101 93 55.4 0.73 1.01 1.19 -1.4 0.18 HardiePanel® 5/16 48 16 40 150 128 119 116 100 92 -35.4 0.76 1.04 1.22 -1.4 0.18 HD ribbed furring thick by 3.5'bugle head only wide wood 45 148 127 117 115 98 91 -35A 0.79 1.07 1.25 -1.4 0.18 screws fumng+•7A 50 146 125 116 113 97 90 -35.4 0.81 1.09 1.27 5 -1.4 0.18 55 144 124 115 111 96 89 55.4 0.83 1.11 1.29 5 -1.4 0.18 60 142 123 114 110 95 89 -35.4 0.85 1.13 1.31 5 -1.4 100 118 91 -35.4 0.995 -1.8 0.18 1,111 OGSNWA �O�c•.......• °x,67 SS10N 5 nyynw specified in 12016 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions t 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. Wind exposure category Wind ex osure category Siding K, Minimum Fastener Stud Building Allowable With Fastener Product Thickness Spacing Frame Type Spacing Height''" B C D B C D Design Load (in) (in.) Type (in.) on.) (ft) (Ps0 Exp B Exp C Exp D K. Kd GC,, GCpr 0-15 138 125 114 107 97 88 -27.6 0.7o 0.85 1.03 hs60 1 0.85 -1.4 0.1B 20 138 122 111 107 94 86 -27.6 0.70 0.90 1.08 1 0.85 -1.4 0.18 No.8 X 2X4 wood or 25 138 119 107 92 - -27.6 0.70 0.94 1.12 1 0.85 -1.4 0.18 1.25'long 8"O.C. 20 ga steel 30 138 117 - 107 91 - -27.6 0.70 0.98 1.16 1 0.85 -1.4 0.18 X 0.323' into framing,3/4' 35 135 115 105 89 - -27.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel® 5/16 48 24 40 133 113 103 88 -27.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 ug ribbed furring thick by 3.5' bugle head only wide wood 45 131 112 101 87 - -27.6 0.79 1.07 1.25 7 0.85 -1.4 0.18 screws fuming+•r.a s0 129 111 - 100 86 - -27.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 127 98 -27.6 0.83 1.11 1.29 1 10.861-1.4 0.18 60 125 97 -27.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 . 100 -27.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 185 168 152 143 130 118 -492 0.70 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 185 163 149 143 126 115 -49.2 0.70 0.90 1.08 1 0.85 -1.4 0.18 25 185 159 146 143 123 113 -492 0.70 0.94 1.12 1 0.85 -1.4 0.18 0.09(' - 2X4 wood or --30 _185 1 156 143 143 121 111 -492 0.70 0.98 1.16 1 0.85 AA 0.18 shank X 6"O.C. 20 ga.steep 35 181 154 142 140 119 110 -49.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 0.215"HD �-Into framing,3/4° HardlePanel® 5/16 48 16 40 177 151 140 137 117 10B -492 0.76 1.04 1.22 1 0.85 -1.4 0.18 x 1.5'long furring thick by 3.5" ring shank only wide wood 45 174 150 138 135 116 107 -492 0.79 1.07 1.25 1 0.65 -1.4 0.18 nail furing'•r•8 50 172 148 137 133 115 106 -49.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 170 147 136 131 114 105 -49.2 0.63 1.11 129 1 0.85 -1.4 0.18 60 168 145 135 130 113 105 -49.2 0.85 1.13 1.31 1 0.85 -1.410.18 100 139 123 115 107 95 89 -49.2 0.99 126 1.43 I h>601 1 10.85 -1.810.18 1.Furring attachment to structural framing members cr akemat've furing width shell be designed by an engineer. 2.Building height=mean root height(in feet)of a bu0d'ing,except that eave height shall be used for roof angle O less than or equal to 10'(2-12 roof slope). 3.Vpe=ultimate design wind speed. 4.V,m=nominal design wind speed 5.Linear interpolation of building height(s 60 0)and wind speed is permitted. 6.Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:K a=1,Kd=0.85.GCp 1.4(h560),GCp=1.8(h>60),GCpp0.16. 7.Wood furring shall be preservative treated per AWPA. 8.Wood furring shall be specific gravity of 0.42 or greater per AFPAlNDS;orwood structural panel,conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. LIMITATIONS OF USE: 1)In High Velocity Hurricane Zones(HVHZ)Install per Miami-Dade County Florida,NOA 17-0406.06 ,o,ollots QGAWA -s0� SOF _ a �FFSSION o o 6