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HomeMy WebLinkAboutPRODUCT APPROVAL HARDIE PANEL'x� j{ { /� /��{ WM ACCMUM UNTY LABORATORY y� m� July 3b, 2017 Pings eng Zhu, P.E. Produ�t Compliance Engineer Jame (Hardie Building Products 10901'Elm Ave. Fontana. CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dear After ri view of the 2017 FUG, it is my opinion that the currerit'NOA-17-0406.06 is in compliance With the 2017 Florida Building Code. Referenced Standards.in the 2017 FBC: 1, Wood: AWC NM2015 &.SDPVVS-2015 2. Structural Loads: ASCEfSEt-7-10 3. Concrete: ACE-318-14 4. Masonry:.TMS402 20161ACI5W131ASCE-5-13, 5. Structural Steel: RISC 360-10 (Including manual of steel construction 2010 (10 edition)) 6: Cold -formed. Steel:,AISt100-12 7. Aluminum: ADM-1.2015 I In addiilion, I am making the following .Statement of independence as requested: 1. Ronald Ogawa. does not have not does itintend to acquire orwr t it acquire any financialinterest inanycompany manufacturing..or j distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or orjnimited by anyc ompany'inanufacturing or distributing products. it evaluates or inspect: 3. Ronald Ogawa Inc does not have;.nor will it acquire a'fEnancial interest in.any company manufacturing or distributing products for which reports are being issued. 4; Ronald 0gawa does not have, not will it acquire a financial interest in any dth r entity involv6d M. the approval process=of the "product, Shout you have any'questions on anything; please contact me. Sincerely, AW4 Ronal I I. Ogawa, P. �t RIOg wa &Associates, Inc-. IAS L' boratory Approval, TL 360 ' IAS Quality Control Agency, AA=705 A 7k •,�A.� CRRa roved Testing Laboratory r i �App g for Saar Reflectance and. Emissivity, , � • �,, . kr �N bjg State )f Florida Approved Validator and Third :Party Quality Control Agency (714) !92-2602 ran rice awa,com I ii.�rNj�''f' CC: ! Roger Ogawa — RI Ogawa & Associates, Inc. j Karen Ogawa — RI Ogawa & Associates, Inc. Lab Adiiress: 1985 Sampson Avenue, Corona, CA 92879 • Phone (714) 321-4439 * Fax (714) 908-1815 e E-mail: ro, er riogawa pgm Mailing }lddress:16835 Algonquin :St. #443, Huntington Beach, CA 92649 • Phone (702).491-3710 • Fax (714) W1815 • E Mall: 4g4byArlo4awa.com Engineering • Quality Control a ProducUDevelopment •-Inspections • Code Consuiting •Expert Wrtness. Testing 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. h iardlePanel"'AZZWO. JamesHardie Vertical Siding s EFFECTIVE SEPTEMBER 2013 FM IN iTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS° PRODUCTS Visit www.iameshardie.coni for the most recent version. '� SMOOTH • CEDARMILL° • SELECT SIERRA 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, AD VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1OTIM PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS OUTDOORS INDOORS Store flat and keep dry and c vered prior to installation. Installing 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). siding wet Dr Saturated may result in g y and others in working area. 2. Use one of the following methods: 2. Position cutting station in well -ventilated area sf sinkage at butt joints. Carry planks a. Best: i. Score and snap or ledge. Protect edges and corners ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors from breakage. James Hardie is not 9 b. Better. I. Dust reducing circular saw equipped with a HardieBlade" saw blade and HERA vacuum extraction - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trader - NEVER dry sweep — Use wet suppression or HEPA Vacuum re ponsible for damage caused c. Good: i. Dust reducing circular saw with a HardieBlade saw blade b limp roper storage and handling of {onyuseforlowtomoderatecutting) the prodUCt. Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best' -level cutting methods where feasibl NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is availabl at wow. ameshardie.com to help you determine the most a ro riate cutting method for your r uirements. If concern still exists about exposure levels or you 1 p 9 appropriate 9 Y 1 requirements. - do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. sooa3105 GENERAL REQUIREMENTS: • These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www.JamesHardjecommercial.com • kardiePanel® vertical siding can be installed over braced 24" See fastening wood or steel studs spaced a maximum of o.c. genernal requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreeri urring) as a best practice. 'Information • on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. jamehardie.com • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture 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 ColorPlus. Refer to ColorPlus section page 3. • DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. • 'For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin #8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPluso Finish) (fig. 2). H rdiePanel Vertical Siding Installation • •'Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints - Provide Z-f lashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 • pouble stud may be required to maintain minimum edge water -resistive barrier water -resistive barrier 2 4 stud - " water -resistive °.. water -resistive 2 x 4 stud ''nailing distances. � barrier barrier r-upper panel . — upper panel Figure 1 stud y r +a r-resistive" ' , Do not 1/4" gap Do not 1/4" gap ` Caulk Caulk barrier✓` - _ Wit__ Ar- i he thing HardiePanel Batten Joint "H" Joint ~Z-flashing f dry' Z-flashing f c r, vertical siding water -resistive barrier '*—band ofboard keep nails' , 2 x 4 stud —lower 3) 8" min. panel —lower fro' panel �I 0 panel 'dges I Figure 4 r leave appropriate gap between Recommendation: When panels, then caulk* installing Sierra 8, provide Caulk Joint a double stud at panel moderate contact (Not applicable to ColorPlus" Finish) joints to avoid nailing keep fasteners 2" 'Apply caulk in accordance with caulk through grooves. away from corners manufacturer's written application instructions. 'Flor additional information on HardieWrapTM Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST ames Hardie° products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing kcessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these risks. During nstallation 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; ) rn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit espirwaable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at jameshardie.com or by calling 1-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD05M lark H612JI5 - 1'1/3 1/13 i i PROJECT RIO-2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND I FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS jJAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS i PAGE COVER EVZUATION PAGE SUBJECT 1 2 EV IAILUATION SCOPE EVALUATION PURPOSE 2 2 REFERENCE REPORTS 2 TE T RESULTS TA, ALE 2 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUOTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DE IGN WIND LOAD PROCEDURES 3 TALE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 A S, PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE R Il QUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX �o' �•pGAWq I -ONALD I. OGAWA ASSOCIATES, INC. ) 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 () 714-292-2602; (F) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888542-7343 info@jameshardie.com Evp LUATION SUBJECT Hard iP... W Siding i Jame i1 Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempanel® Siding, PrevailTM Panel Siding I EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code j 2015International Building Code 2015International Residential Code I EVALUATION PURPOSE: This aI'alysis 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 wood furrings on either wood or met I framing with nails or screws. REF RENCE REPORTS: 1.111.7 Report 102024363COQ-001A, Transverse load test on HardiePanel. TESLRESULTS: Table,la. I Results of Transverse Load Testinq Frame Fastener Ultimate Allowable 1leport Test Thickness Width Spacing Spacing Fastener Type I Load DesignLoadz Number Agency (In.) in.) Frame Type' (in.) (in.) and Dimensions (PSF) (PSF) Failure Mode 1020243fi3COQ-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 through /fracture 3.5' wide SPF furring ribbed bugle head screws pull 1020 363COQ-001A Intertek 0.3125 48 2X4 wood stud, 314" 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 1020 4363COQ-001A Intertek 0.3125 48 2X4 wood stud. 3W thick by 16 12 No. 8 X 1.25' long X 0.323' HD 406.1 -35.4 pull through I 3.5' wide SPF Tuning ribbed bugle head screws 102024363COQ-001A Intertek 0.3125 48 2X4 wood stud, 3/4" thick by 16 6 0.090" shank X 0.216' HD x 1.5' -147.6 -49.2 through /fracture II 3.5" wide SPF furring long ring shank nail pull 1020 4363COQ-001A Intertek 0.3125 48 2X4 wood stud, 3/4' thick by 24 8 No. 8 X 1.25" long X 0.323' HD -82.7 -27.6 pull through /fracture 3.5' wide SPF furring ribbed bugle head screws 2. Alla able load is determined from ultimate load divided by a factor of safety of 3. 3. He iePanel Siding complies with ASTM C1186. Standard Specification for Grade ll, Type A Non -asbestos Fiber -Cement Flat Sheets. TablaIb. Analysis of Allowable Load for #8 Screw at 10" O.C. #8 Screw S acin Fasteners acin in. 8 12 10 Framespacingin. 16 16 16 , . FastenWT buta area ft' 0.89 1.33 1.11 j Allowable load 43.8 35.4 38.8 i Individual fastener load (lb.) 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 8" and 12" O.C. The al Qwable load for#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 fasten r 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. i Justif cation of Using the Results on Light Gauge Steel Framing In the: 3subject 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 capacity. It's the project engineers responsibility to ensure the furring attachment and framing memebers to have sufficient load capacities. 'I 2 load Eq To Eq AA Eq To Eq Eq Eq To 1 ",)NALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREETfl443 HUNTINGTON BEACH, CA 92649 (7)714-292-2602;(F)714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardio.com WIND LOAD PROCEDURES: it siding transverse load rapacity (wind load rapacity) is deterrrned via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design mined based on a factor of safety of 3 applied to the ultimate test load. 1, q6=0.00256'igKa Ka 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,r , topographic factor Ka , wind directionality factor V , basicwind speed (3-second gust MPH) as determined from 2015 IBC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A, B, or C 2, V--V, (ret. 20151BC Section 1602.1 definitions) V,dt , ultimate design wind speeds (3-second gust MPH) determined from 20151BC Figures 1609.3(1), (2), or (3); ASCE 7-10 Figures 26.5-1A, B, or C on 3, p=q,•(GCp GCpi) (ref. ASCE 7-10 equation 30.6-1) GCp , product of external pressure coefficient and gust -effect factor GCp, , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) Ermine design pressure, substitute q, Into Equation 3, n 4, p=0.00256'K, Kn-V,e'•(GCp GCpr) We Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 on 5, 0.6D + 0.6W (ref. ASCE 7-10 section 2.4.1, load combination 7) D , dead load W , wind load ermine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 on 6, P. = 0.6'1pj n 7, p, = 0.6•(0.00256•K,•K„'Ka'V,a''((3Cp GC,)) n 7 is used to populate Table 3, 4, and 5. ermine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V., on 8, V. = (p„a10.6'0.00256'K,'Kn Kd'(GCp GCpi))os r to methods specified in Exceptions 1 through 3 of 20151BC Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the n formula below, 9, V„e = V. • (0.6)65 (ref. 20151BC Section 1609.3.1) _ V,, , Nominal design wind speed (3-second gust mph) (ref. 20151BC Section 1602.1) 3 i I I I Table1.2, Coefficients and Constants used in Determining V and p, JNALD I. OGAWA ASSOCIATES, INC. j 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 (T) 714-292-2602; (F) 714-8474595 PROJECT: RIO-2689-17 (I K. Wall Zone 5 ! Height (ft) Exp B Exp C Exp D Kr Ka GC GC 0-15 0.7 0.85 1.03 11s60 i 1 0.85. -1.4 0.18 20 0.7 0.9 1.08 1 0.85 .1.4 0.18 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 1 30 0.7 6.98 1.1E 1 0.85 -1.4 0.18 11 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 II 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 11 45 0.785 1.065 1.245 1 0.86 -1.4 0.18 II 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 II 55 0.83 1.11 1.29 1 0.85 -1.4 0.18 II 60 0.85 1.13 1.31 1 0.85 -1.4 0.18 1 100 0.99 1 1.26 1 1.43 h>60 1 1 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table'3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -Wind Exposure Category B, nd S Zed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 I Height (it) B B B B B B B B B B B B B B I1 0-15 -14.4 -16.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 I 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 -67.8 -63.7 I'. 25 -14.4 -15.9 -17.6 -19.1 -20.8 -24.4 -28.3 -32.5 37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -16.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 43.5 -48.8 54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 40.1 45.3 50.8 -56.6 -62.7 -69.1 I 45 -16.2 -17.9 -19.6 -21A -23.3 -27.4 -31.7 -36.4 41.5 46.8 52.5 -58.5 -64.8 -71.4 11 50 -16.7 -18.4 -212 -22.1 -24.1 -28.2 -32.7 -37.6 42.8 48.3 -64.1 -60.3 -66.8 -73.7 II 55 17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -2 .2 -23.2 -25.2 -29.6 734.4 39.5 .9 - 0.7 -56.8 7G3.3 ---To. 1 - 7.3 100 -25.6 -28.2 -31.0 33.8 -36.9 -43.3 -50.2 -57.6 -66.5 -74.0 -82.9 -92.4 -102.4 112.9 Table ¢, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, nd S bed 3-secondgust) 100 105 110 115 120 130 140 150 1 160 170 180 190 200 210 I Height (ft) C C C C C C C C C C C C C C I 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 39.5 -44.9 -50.7 -W.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 II 25 -19.4 -21.4 -23.5 -25.6 -27.9 32.8 -38.0 -43.6 49.6 -56.0 -62.8 -70.0 -77.6 -85.5 I' 30 -20.2 -22.3 -24.5 -26.7 -29.1 34.2 -39.6 -45.5 -51.8 58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 40.8 46.9 -53.3 -60.2 -67.5 -75.2 -63.3 -91.9 II 40 -21.5 -23.7 -26.0 -28.4 30.9 36.3 42.0 48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 31.6 -37.1 43.1 -49.4 -56.2 -63.5 -71.2 89 -96.9 50 -22.5 -24.8 -27.2 -29.7 -32.4 38.0 -44.1 -65.0 -72.9 -81.2 -89. -99.2 II 55 -22.9 -25.2 -27.7 30.3 -33.0 -38.7 -44.9 -515 5. -66.2 -74.2 -82.7 -91.6 1 101.0 I 60 -23.3 -25. -28.2 30.8 -33.6 39.4 -45.7 1 52.4 -59.1 -67.4 -75.5 1 -84. -93.2 -102.8 11 100 -32.6 -35.9 39.4 -43.1 46.9 55.0 -63.8 1 -73.3 1-83.4 -94.1 -105.5 -117.6 -130.3 -143.fi Table i, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, nd S Zed 3-secondgust) 100 105 110 115 120 130 140 150 1 160 170 180 190 200 210 I Height (it) D D D D D D D D D D D D D D II 0-16 -21.2 -23.4 -25.7 -28.1 -30.6 35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 1 20 -22.3 -24.6 -27.0 -29.5 -32.1 37.7 -43.7 50.1 -57.0 -64A -72.2 -80.4 -89.1 -98.2 111 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 II 30 -23.9 -26.4 -29.0 -31.6 34.5 -40.4 -48.9 -53.8 -81.3 -69.2 -77.5 -86A -95.7 -105.5 I; 35 -24.5 -27.1 -29.7 -32.5 35.3 -41.5 -48.1 55.2 -62.8 -70.9 -79.6 -88.6 -98.2 -108.3 I' 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 1 -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 II 50 -26.2 -28.9 -31.7 34.6 -37.7 -44.3 -51.3 -75.7 -84.9 -94.6 -104.8 55 -26.6 -29.3 32.2 -35.2 -38.3 -45.0 52.2 AN 59.9 t7.1 -76.9 -86.2 -96.1 -106.4 60 -27.0 -29.8 -32. -35. 38. - 3.0 -bu.8 - 8. 37.6 -97.6 -10 .1 M17.4 11 100 -37.0 -40.8 -44.7 - 8.9 53.2 -62.5 -72.5 .83.2 -94.8 106.8 119.8 133.4 -1479 1 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC I 4 � pGAWq e® 21 M1*t"�4�a ��tr�xFy� i1 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. 1-888-642-7343 info@jameshard[e.com Table 6, 1 Ilowable Wlnd Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part land Part 3) 6 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, 3,5 V,o a,s V„J , (3-second gust mph) (3-second gust mph) Applicable to methods specified in [201518C, Applicable to methods 2017 FBC) Section specified inExceptions 1 1609.1A. as determined by through 3 of [2015 IBC, [20151BC, 2017 FBC] 2017 FBC) Section Figures 1609.3(1), (2), or 1609.1.1. (3)• Coefficients used in Table 6 calculations for V„x Wind exposure category Wind exposure category Siding K Produ Minimum Thickness (in.) Width (in.) Fastener Type Fastener Spacing (in.) Frame Type Stud Spacing (in.) Building Height2•6 (ft.) B C D B C D Allowable Design Load (ps0 ExpS ExpC ExpD Kr k, GCp G 0-15 193 175 169 149 135 123 .53.6 0.70 0.85 1.03 h4o 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 AA 0.18 HardiePa el® 5/16 48 No. X 1.25" l long 323° X 0.bbed HD ri bugle head 6" O.C. Into furring only 2X4 wood or 20 ga. steel framing, 3W thick by 3.5° wide wood 16 25 193 166 152 149 129 11B -53.6 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 193 163 160 149 126 116 53.6 0.70 0.98 1.16 1 0.85 -1.4 0.18 35 189 160 148 146 124 114 -53.6 0.73 1 1.01 1 1.19 1 0.65 .1.4 0.18 40 185 158 146 143 122 113 53.6 0.76 1.04 1.22 1 0.85 AA 0.18 45 172 150 140 133 116 108 53.6 0.88 1.15 1.33 1 0.85 -1.4 0.18 50 179 164 143 139 120 111 53.6 0.61 1.09 127 1 0.85 -IA 0.18 screws furring +•�'s 55 177 153 142 137 119 110 53.6 0.83 1.11 1.29 1 0.85 AA 0.18 60 1 175 152 141 135 117 109 53.6 o.B5 1.13 1.31 1 0.85 -1.4 0.16 100 145 128 120 112 99 93 53.6 0.99 126 1.43 1 h>60 1 0.85 -1.8 0.18 0-15 174 158 144 135 122 111 -43.8 0.70 0.85 1.03 1 h960 1 0.85 -1.4 0.18 20 174 164 140 1 135 119 1 109 -43.8 0.70 0.90 1.08 1 0.85 -1.4 0.18 HardiePa et® 5/16 48 No. 8 X 1.25" long 323" X 0.bed HD rib bugle head screws 8" O.C. into furring only 2X4 wood or 20 ga. steel framing, 314" thick by 3.5° wide wood furring +•r•e 16 25 174 150 138 136 116 107 43.8 0.70 0.94 1.12 1 0.85 -1.4 0.18 30 174 147 135 135 114 105 43.8 0.70 0.98 1.16 1 0.85 -IA 0.18 35 171 145 134 132 112 103 -43.8 0.73 1.01 1.19 1 0.85 AA 0.18 40 167 143 132 129 111 102 43.8 0.76 1.94 1.2E 1 0.85 AA 0.15 45 164 141 131 127 109 101 -43.8 0.79 1.07 125 1 0.85 AA 0.18 50 162 140 129 125 108 100 -43.8 0.81 1.09 127 1 0.85 -1.4 0.18 55 160 13B 128 124 107 99 43.8 0.83 711 1.29 1 0.85 -IA 0.18 60 158 137 127 122 106 99 -43.8 0.85 1.13 1. 1 1 0.85 -1.4 0.18 100 131 116 101 gD 43.8 0.99 126 1 1.43 h>60 1 0.85 -1.8 0.18 0-15 164 149 135 127 116 105 -38.8 0.70 0.85 1.03 hs60 1 0.85 -IA 0.18 20 164 145 132 127 112 1D2 -38.8 0.70 0.90 1.08 1 0.95 -1.4 0.18 25 164 141 '130 127 110 100 -38.8 0.70 0.94 1.12 1 0. 55 -1.a 0.18 HardiePael® 5/16 48 No. 8 X 1.25" long X 0.323° HD ribbed 10" O.C. into tuning 2X4 wood or 20 ga. steel framing, 314' thick by 3.5° 16 30 164 139 127 127 107 99 -38.8 0.70 0.98 1.16 1 0.95 -1A 0.18 35 161 136 126 124 106 97 38.8 0.73 1.01 1.19 1 0.65 -1.4 0.18 40 157 134 124 122 104 96 -38.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 155 133 123 120 103 95 38.8 0.75 1.07 125 1 0.85 -1.4 o.t8 bugle head screws only wide wood furring +.�.e 50 152 131 122 11B 102 94 -38.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 151 130 121 117 101 94 -38.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 149 129 120 115 100 93 38.8 0.85 1.13 1.31 1 0.86 -1.4 0.18 100 123 95 38.8 0.99 126 1.43 h>60 1 0.55 -1.8 0.18 0-15 157 142 129 121 110 100 -35.4 0.70 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 157 138 126 121 107 98 -35A 0.70 0.90 1.Oa 1 0.86 AA 0.18 HardiePanel® j 5/16 48 No. 8 X 1.25" long X 0.323" HD ribbed bugle head screws 12" O.C. into furring only 2X4 wood or 20 ga. steel framing, 3/4' thick by 3.5° wide wood furring +,7,a 16 25 157 135 124 121 105 96 35.4 0.70 0.94 1.12 1 0.85 -lA 0.18 30 157 132 122 121 103 94 35A 0.70 0.98 1.16 1 0.85 -1A 0.18 35 153 130 120 119 101 93 35A 0.73 1.01 1.19 1 0.85 -tA 0.18 40 150 128 119 116 100 92 36.4 0.76 i.D4 1.22 1 0.85 -1.4 0.18 45 148 127 117 116 98 91 -35A 0.79 1.07 1.25 1 0.85 -1.4 0.18 50 146 125 116 113 97 g0 35A 0.81 1.09 1.27 1 0.85 -lA 0.18 55 144 124 116 ill 96 89 35.4 0.63 1.11 1.29 1 0.85 -1.4 0.18 60 142 123 114 110 95 89 .35.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 1DD 118 91 -35.4 1 0.99 1 1.26 1 1.43 h>601 1 10.851 -1.8 10.181 'f/lllll///Oijs'' o'= OGAWAFLO sir ssi°oc�" l� 5 ,I +r izVNALD I. 0GAWA ASSOCIATES, INC. JAMES HARDIE BUILDING PRODUCTS, INC. { 16835 ALGONQUIN STREET #443 1-888-542-7343 1 HUNTINGTON BEACH, CA 92649 info@jameshardie.com (T)714-292-2602;(F)714-847-4595 PROJECT. RIG-2689-17 Design Wind, Speed, Design Wind, Speed, v,,r3.5 vaad .51 (3-second gust mph) (3-second gust mph) Applicable to methods specified in 12015 IBC, Applicable to methods 2017 FBC1 Section specified in Exceptions 1 1609.1.1. as determined by through 3 of 12015 IBC, 12015 IBC, 2017 FBC) 2017 FBC) Section Figures 1609.3(t), (2), or 1609.1.1. (3)• 1 Coefficients used in Table 6 calculations for V„e Wind exposure category Wind exposure category I Siding I K, Minimum Width Fastener Fastener Stud Building Allowable Produc Thickness (in.) Type Spacing Frame Type Spacing Height; s B C D 13 C D Design Load I I (in.) (in.) (in.) (g) (ps0 ExB EzbC ExoD Ili Kw GG, GC_ No. 8 X 2X4 wood or 1.25" long 8" O.C. 20 ga. steel ® 5/16 48 X 0.323° into framing, 3/4° 24 HD ribbed furring thick by 3.5" bugle head only wide wood screws furring17e a.090° 2X4 wood or shank X 6" O.C. 20 ga. steel 5/16 48 0,215" HD into framing, 314° 16 x 1.5° long furring thick by 3.5' ring shank only wide wood nail furring +•�•e t. rumng att onment to structural tramtng members or alternative furring width shall be designed by an engineer. 2. Building h: i�ght= mean roof height (in feel) of a building, except that eave height shall be used for roof angle a less than or equal to 10° (2-12 roof slope). 3. V„ s = ultim to design wind speed. 4, V-1 = nominal design wind speed S. linear infer' olation of building height (s 60 fill and wind speed is pemritted. 6. Wnd spee design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K a=1, K,=D.85, GCp=1.4 (hs60), GCp 1.8 (h>60), GCn=0.18. 7, Wood furri g shall be preservative treated per AWPA. 8. Wood furri ib shall be specific gravity of 0.42 or greater per AFPA/NDS; or wood structural panel, conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. LIMITATIONS OF USE: 1) In High elocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 O°!!!/!/less�B��� OGAWq v FLOR ° 12 M 6