Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3 11000P hltom - - BCIS Home I Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts I Publications I FBC Staff BCIS Site Map Links Search Oro Product Approval USER:Public User Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL13223-R3 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.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding 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 the Evaluation Report Florida License PE-24121 11 MFYFILE Quality Assurance Entity Intertek Testing Services NA,Inc. GA7��6"" Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL13223 R3 COI RIO-Certificate of IndeDendence.PDF Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Equiv ASTM C1186 Equivalency Signed.pdf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FCwkdpA... 3/1/2017 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 13223.1 Cempanel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf Approved for use outside HVHZ:Yes FL13223 R3 II ER RIO-2578-15 Panel to Furrinci.Ddf Impact Resistant:Yes FL13223 R3 II Install Cemoanel Siding.pdf Design Pressure:N/A FL13223 R3 II NOA 15-0122.04.pdf Other:For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furring.Ddf FL13223 R3 AE NOA 15-0122.04.pdf 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 R3 II ER RIO-2556-15 Panel metal-wood.odf Approved for use outside HVHZ:Yes FL13223 R3 II ER RIO-2578-15 Panel to Furring.pdf Impact Resistant:Yes FL13223 R3 II Install HardiePanel Sidino.Ddf Design Pressure:N/A FL13223 R3 II NOA 15-0122.04.Ddf Other:For use inside a HVHZ install in accordance with Verified By:Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party:No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furring.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf 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 R3 II ER RIO-2556-15 Panel metal-wood.odf Approved for use outside HVHZ:Yes FL13223'R3 II ER RIO-2578-15 Panel to Furring.pdf Impact Resistant:N/A FL13223 R3 II Install Prevail Panel Sidinci.Ddf Design Pressure:N/A FL13223 R3 II NOA 15-0122.04.Ddf Other:For use inside a HVHZ install in accordance with Verified By:Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.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 AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-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 Product Approval Accepts: Egg eCFFc_ http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FCwkdpA... 3/1/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B,SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4,ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5,ALLOWABLE STRESS DESIGN C&C.PRESSURES EXPOSURE D 5 TABLE 6,ALLOWABLE WIND SPEED(MPH)FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR,THE UNDERSIGNED.CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10,THE 2014 FLORIDA BUILDING CODE,AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY. 24121— RONALD 412 —RONALD I.OGAWA&ASSOCIATES, INC. _ 16835 ALGONQUIN STREET#443 ) :*Qz, ST.+TE OF .Q� HUNTINGTON BEACH, CA 92649 :��`'•,• .��� Gf - loRloP.•�6 714-292-2602 `'�., cS' •'•• u .�`� 714-847-4595 FAX �ri/FRED ikV�,O r� 1 RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS,INC, 1-886-542-7343 info@jameshardie.com EVALUATION SUBJECT HardlePanel®Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel®Siding.Cempanel(D Siding,Prevatl*"Paries Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Codeg) EVALUATION PURPOSE: This analysis is to determine the maximum design 3-secend.gustwind speed to be resisted by an assembly of HardlePanel(Cempanel,Prevail Panel)siding fastened to wood or melal.framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report3067911(ASTM.C1186)Material properties HardiePanel Siding 2.Ramtech Laboratories Report IC-1270-94(ASTM E330)Trans4erse LoadTest,5116'Thickby 48!rich wide HardiePanel Siding installed on 2X4 Hem-Fr wood studs spaced at 16 Inches on center with a 6d.common galvanized nail 3.Ramtech Laboratories Report IC-1271-94(ASTM E330)Transverse Load Test,5116'Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 Inches on center with a 6d common galvanized nal 4.Ramtech Laboratories,Inc.Report 10868-9711475(ASTM E330)Transverse Load Test,5/16"Thick by,48 inch wide HardiePanel Sidinginstalled:on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d,0.691 inch shank by 0.225 inch.head diameter by 1.5 inch long ring shank nag 5.Ramtech Laboratories,Report IC-1054-89(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with,a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw 6.Ramtech Laboratories,Report IC-1055-89(ASTM E330)Transverse Load Test,114"Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with.a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw 7.Ramtech Laboratories,Report 11149-98/1554d(ASTM E330)Transverse Load Test,1/4'Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET8F 0.100iin.knurled shank X 1.5 in.long X'0.25 in.head diameter pin fastener 8.Ramtech Laboratories.Report IC-1273-94(ASTM E72)Racking Shear Test,5116'Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fu wood studs spaced at 16 inches on center with a 6d common galvanized nail 9.Ramtech Laboratories Report IC-1274-94(ASTME72)Racking Shear Test,5116"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Fir wood studs spaced at 24 inches on center with a 6d common galvanized nal! 10.Ramtech Laboratories,Inc.Report 10868-9711475(ASTM E72)Racking Shear Test,5116"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG--0.36 wood studs spaced at 16 inches on center with a 4d,0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nail 11.Ramtech Laboratories Report IC-1057-89'(ASTM E72)Racking Shear Test,5116'Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem-Firwood studs spaced at 16 and 24 inches on center with a No 8 X 1 in.long X 0.323 in head diameter ribbed bugle head screw 12.Ramtech Laboratories Report 11284-99/1580(ASTM E72)Racking Shear Test„5/16"Thick by 48 Inch wide HardiePanel Siding installed on 2X4.Hem-Fr wood studs spaced at 16 and 24 inches on center with a ET8F 0.100 in knurled shank X 1.5 in.long X 025 in.head diameter pin fastener ````���1ttt11111f1f1!!!j!7!r'i Zr 24121 ; •.�7ATE�01 '.��Q q � Lo R1D,P 2 RONALD 1.OGAWA ASSOCIATES,INC- : 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS,iNC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1a.Results of Transverse Load Testing Fastener Spacing in. Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency (in.) (n.) Frame Type (in-) Supports Supports FastenerType (PSF) (PSF) IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem-Fr 16 6 6 1 6d common -149 -49.7 IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 4 4 1 6d common -236 -78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 6 6 1 6d common -94 51.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common -143 -47.7 16868-97/1475 Ramtech 0.3125 48 2X4 wood,SG 2 0.36 16 4 8 4d,0.091 in.shank X 0.225 in. -90 -30.0 HD X 1.5 in.long ring shank nail Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 in IC-1054.89 Ramtech 025 r 1.375 in metal stud 16 6 6 head diameter ribbed bugle -169.9 56.6 head screw .No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 in Min IC-1055-89 Ramtech 025 48 1.20 in metal stud 24 6 6 head diameter ribbed bugle -91.9 -30.6 head screw ET&F 0.100 in.knurled shbrik X 11149 98l1554d Ramtech 0.3125 4B Min.No.20 gauge X 3.625 in.X 24 4 8 1.5 in.long X 0.25 in.head -170 -56.7 1.375 in metal stud diameter pin fastener Min.No.20 gauge X 3:625 in.X ET&F.0.100 in.knurled shank X 11149-9811554d Ramtech 0:3125 4$ 1,375 in metal stud 16 4 8 1.5 in.long X 025 in.head -101 -33.7 diameter pin fastener 1.Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardiePanel Siding complies with ASTM 01186,Standard Specfication for Grade 11,Type A Non-asbestos Fiber-Cemenf.Rat Sheets. Table 1b,Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls''2 Fastener Spacing (tn.) Frame Ultimate Allowable Thickness Width Spacing Perimeter Reld Load3 Load3 Report Number TestAgency (in.) rki.) Frame Type pn.) Supports Supports Fastener Type (pit) (010 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem-Fir 24 4 4 6d common 637.5 212.5 10868-9711476 Ramtech 0.3125 48 2X4 wood,SG 2 0.36 i6 4 8 4d,0.091 in.shank X 0.225 in. 595.4 198.5 HD X 1.5 in.long ring shank nail Min.No.20 gauge X 3.625 in.X Min.No 8 X 1 in.long X 0.323 in IC-1057-89 Ramtech 025 48 1.375 in metal stud 16&24 6 6 head diameter ribbed bugle 990.0 123.8 head screw Min.No.20 gauge X 3.625 in.X ET&F 0.100 in.knurled shank X 112849911580 Ramtech 0.3125 48 1.375 in metal stud 16 4 8 1-5 in.long X 0.25 in.head 1227.0 153A diameter pin fastener Min.No.20 gauge X 3.625 in.X ET&F 0.100 in.knuded'shank X 11284-9911580 Ramtech 0.3125 1.375 in metal stud 24 4 8 1.51n.long X 0.25 in.head 1060.0 132.5 diameter pin fastener 1.All board edges shall be supported by framing.Panels shall be applied.with the long dimension either parallel or perpendicular to studs. 2.The maximum le is 2.1. � //�� 3.n the steel framed assembles the allowable load is based onh ratio for construction in this bthe average load at 118 inch net deflection. ��\� OG.q/w9 Cj 2412 1 2 STATE it)Fr` =1 tom'•• R '4t,. coD E ;�`��.� 3 i RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH.CA 92649 714-292-2602 714847-4595 FAX PROJECT:RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@iameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding'trarisverse load capacity(wind.load capacity)is determined via compliance testing to transverse load national test standards.Via the transverse load testing an allowable design load is-determined based on factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required-design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combmationloading equations for Allowable Stress Design(ASD),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A,Figure 26.5-1B,and Figure 26.51C. For this analysis,to calculate the pressures in Tables 3.4.and 5,the load combination Mt be iri accordance with ASCE 7-10 Section 2A combining nominalloads using allowable stress design, load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, %7-0.00256'Kq Kn Kd VZ (ref.ASCE 740 equation 30.3-1) c6,velocity pressure at height z K�,velocity pressure exposure coefficient evaluated at height z Kn,topographic factor Ka,wind directionality,factor V,basic wind speed(3-second gust MPH)as determined from[2012 IBC,2014 FBC]Figures 1609A,B,or C-,ASCE 7-10 Figures 26.5=1A,.B.or C Equation 2, V=V, (rea<2012180&2014 FBC Section 16021 definitions) V,a,ultimate design wind speeds(3-second gust MPH)determinedfrom[2012100,2014 FBC]Figures 1609A,8,or C:ASCE 7-10 Figures 26.5-1A, B.orC Equation 3, p=qj*(GCo-GCq) {ref.ASCE 7-10 equation 30.6-1) GC;,product of eztemal pressure coeffcientand gust-effect factor GCo,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,*Kn V V,&2*(GCp GCO) Allowable Stress Design,ASCE 7-10 Section 2.4.1.load combination.7 Equation 5, 0.61)+0.6W {ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load 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, ped=0.6•[p] Equation 7, p.,d.=0.6•[0.00256*"�i'V-V„,2-(GCP GC,.)] Equation 7 is used to populate Table 3,4,and 5.. To determine the.aliowable ultimate basic wind speed for Hardie Siding in Table 6,solve Equation 7 for V st, Equation 8, Vw=.(p.sd/0.610.00256'K.K.'Kc'(GCp-GCP))05 Applicable to methods speciried in Exceptions 1 through 3 of 12012 IBC,2014 FBC]Section 1609.1.1.,to determine the allowable nominal design windspeed(Vasd)for Hardie Siding in Table 6,apply the conversion formula below. Equation 9, Vw=V,n (0.6)05 (raf.2012IBC C 2014 FBC Section 1609.3.1) V�d,Nominal design wind speed_(3-second gust mph) {ref.20121BC 6 2014 FBC Section 1602.1) Table 2,Coefficlenls and Constantsmied in Determining V and p, ``���tU11f 1111U1J)j/// Kr Wall Zone S `\\\\\ �. ®G -4�/'J'���i Height(it) Exp B Exp C Exp D K,,, Kd GC GC `� Q, at{FICA••;9 �i 0.15 0.7 045 1.03 tr560 1 0.85 -1.4 0.18 O� TF 20 0.7 0:9 1.08 1 0.85 AA 0.18 = 24121-) : 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.7 0.98 1.16 1 0.85 AA 0.18 35 0.73 1.01 1.19 1 0.85 AA 0.18 40 0.76 1.04 1.2'2 H]�85 0.85 -1.4 0.18 STATE OF :�Q` � 45 0.785 1.065 1.245 -1.4 0.18 � PLOD �FRED50 0.81 1.09 1.27 -1.4 0.18 •..55 0.83 1.11 1.29 1.4 0.18 �''60 0.85 1.13 1.31 0.85 1.4 0.18 100 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 4 RONALD I.OGAWA ASSOCIATES;INC. \_ 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-255645 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, Wind Speed(3-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 1 200 210 Height(ft) B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24A -28.3 32.5 -37.0 41.7 -46.8 -52.1 -57.8 -63.7 20 -14A -15.9 -17.5 -19.1 -20.8 -24A -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 57.8 -63.7 25 -14.4. -15:9 17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -521 57.8 -63.7 30 -14A -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 16.6 -182 -19.9 -21.7 -25A -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 45 -162 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36A -41.5 46.8 -52.5 58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -221 -24.1 -28.2 -32.7 -37.6 42:8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 51.8 58.5 -75.5 0 7.5 -19.3 - 1.2 - -2 . .4 .5 44.9 0.7 56.8 -63.3 -70.1 -77.3 100 25.6 -28.2 31.0 -33.8 -36.9 -03:3 50.2 57.6 65.5 74.0 -82.9 -92.4 -102.4 -1129 Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category C. Wind Speed 3-second gust 100 105 110 115r-3410296 130 140 150 160 170 180 190 200 210 Height(ft) C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -232 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -225 -24.6 -31A -36A 131.8 -47.5 -53.7 -60.2 -67.0 74.3 -81.9 25 -19.4 -21.4 -23:5 -25.6 -32.8 -38:0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -202 -22.3 -24.5 -26.7 -34.2 -39.6 -45.5 51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -252 -27.6 -352 -40.8 -46.9 53.3 -602 -67.5 -75.2 53.3 -91.9 40 -21.5 -23.7 -25.0 -28.4 -36.3 -42.0 48.3 -54.9 -620 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -37.1 -43.1 -49A -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 -272 -29.7 -32A 380 1 -44.1 50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -252 -27.7 -30.3 33.0 58.7 1 -44.9 -51.5 -58.6 -662 -74.2 -827 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39A 459 -52.4 -59.7 -67.4 -75.5 -84.1 -93.2 -1028 100 -32.6 -35.9 -39.4 -43.1 46.9 -55.0 -63.8 -73.3 -83A -94.1 -105.5 -117.6 -130.31-143.6 Table 5,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D. Wind Speed(3-second gust) 100 105 110 115 120 130 140 150 160 170 180 1 190 200 210 Height(it) D D D D D D D D D D D D I D D 0-15 -212 -23.4. -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54:4 -61A -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -321 37.7 -43.7 -50.1 -57.0 -64A -722 -80.4 -89.1 -962 25 -23.1 -25.5 -28.0 30.6 -33.3 39.0 -45.3 52.0 -59.1 -66.8 -74.9 -83A -92.4 -101.9 30 -23.9 -26A -29.0 31.6 -34.5 -40A -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 729.7 325 35.3 -01.5 48.1 55.2 528 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 30.5 -33.3 -362 -415 -49.3 1 56.6 -64:4 1 -727 -81.5 -90.9 -100.71-111.0 45 -25.7 -28.3 -31.1 14.0 -37.0 -43.4 50.3 -57.8 -65.7 -74.2 83.2 -927 -1027 -113.3 50 -262 28.9 31.7 -34.6 -37.7 44:3 -51.3 -58.9 -67.1 -75.7 84.9 -94.6 1-1.04.81-115.5 55 -26.6 -29.3 -322 35.2 -38.3 -45:0 -52.2 59.9 -68.1 -76;9 86.2 -96.1 -106A -117A 60 27A 29.8 327 35.7 38. -05.7 53. 60.8 69.2 78.1 87.6 -97.6 -108.1 -11 2 100 -37.0 130.8 -44.7 138.9 -53.2 -62.5 -72.5 -83.2 94.6 106.8 -119.8 -133.4 -147.9 -163.0 Tables 3,4,and 5 are based on ASCE 7-10 and consistent with the 2012 IBC,2012 IRC and the 2014 Florida Building Code OGIS =q Q;•�p�'f1FlC,�T;Q �� .4 �. 24121 STAfiE OF 5 RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com �7¢1U1lI11Rtl/�i�j ,` Table 6,Allowable Wind Speed(mph)for HardlePanel Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Pan:3)8I F1 2012/BC,2014 FBC 2012 IBC,2014 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed. Design Wind,Speed, V 1/ s.e . ,ma. asa (3-second gust mph) (3-second gust mph) STATE; . Applicable to methods /] F lP Applicable to methods %�tf '.,CO FttD?:•' A specified in[2012 IBC, - i }. n'ti : specified m Exceptions 1 2014.FBCJ Section through 3 of[2012 IBC, 1609.1.1.as determined by 2014 FBCj Section �I/l!(117f 1 llttl�»� 120121BC,2014 FBCj 1609.1.1. Figures 1609A..B.or C. Coefficients used in Table 6 calculations for V,,, Wind exposure categoq Wind exposure category Siding K. Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heighe.7 B C D B C D Design (inches) Type Spacing Type Load (inches) (inches) (feet) (PSF) Exp B Exp C Exp D K, K, I GC,I GC,, D-15 186 168 153 144. 130 118 49.7 0.7 1 0.85 7.03 hs60 1 0.85 -1.410.18 20 186 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0.851-1-.4 0.18 25 186 160 147 144 124 114 -49.7 0.7 0.94 1.12 1 0.85 AA 0.18 30 186 157 144 144 121 112 49.7 0.7 0.98 1.16 1 0.851-1.4 0.18 2X4 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel@ 5116 48 6d 6 wood 16 40 178 152 141 13B 118 109 -49.7 0.76 1.04 122 1 0.85 -1.4 0.18 common Hem-Fr 45 175 150 139 136 117 108 -49.7 0.7a5 1.065 1245 1 0.85 AA 0.18 50 172 149 138 134 115 107 -49.7 0.81 1.09 127 1 0.85 AA 0.18 55 170 147 137 132 114 105 -49.7 0:83 1.11 129 1 0.85 AA 0.18 60 168 146 136 130 113 105 -49.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 96 90 -49.7 0.99 1.26 1.43 h-60 1 0.851-1.8 0.18 0-15 233 212 192 181 164 149 -78.7 0.7 0.85 1.03 1660 1 0.85 -1.4 0.18 20 - -233 - 206 188 181 159 146. -78.7 0.7 0.9 1.08 1 0.851-1.4 0.18 25 233 201 185 181. 156 143 -78.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 233 197 181 181 153 140 -78.7 0.7 0.98 1.16 1 0.85 -1:4 0-18 2X4' 35 229 194 179 177 151 139 -78.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePari81@ 5116 48 6d 4 wood 16 40 224 192 177 174 148 137 -78.7 0.76 1.04 122 1 0.B5 -1.4 0.18 common Hem-Fir 45 220 189 175 171 147 136 -78.7 0.785 1.065 1245 1 0.85 -IA 0.18 50 4 187 173 3 145 134 -78.7 0.81 1.09 127 1 0.85 AA 0.18 55 214 185 172 166 144 133 -78.7 0.83 1.11 129 1 0.85 -1.4 0.18 60 212 184 171 164 142 132 -78.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 175 155 146 136 120 113 -78.7 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 G-15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 6-7 130 119 32659 101 92 31.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 7 127 116 5 98 90 31.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 147 124 114 114 96 1 89 31.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 2X4 35 144 123 113 112 95 87 -31.3 0.73 1.01 1.19 1 0.85 -1A 0.78 HardlePanel@ 5116 48 6d 6 wood 24 40 141 121 112 109 94 86 31.3 0.76 1.04 122 1 0.85 AA 0.18 common Hem-Fir 45 139 119 110 108 92 86 31.3 0.785 7.065 1245 1 0.851 AA 0.18 50 137 118 109 1 106 91 85 31.3 091 1 1.09 127 1 0.85 AA 0.18 55 135 117 108 105 91 84 31.3 0.83 1.11 129 t .095 -1.4 0.18 60 134 116 108 103 90 83 -31.3 0.85 1.13 1.31 1 0.85 -7.4 0.18 100 111 98 92 86 76 71 31:3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 182 165 150 141 128 116 -47.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 182 160 146 141 124 113 -47.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 182 157 144 141 121 111 47.7 0.7 0.94 1.12 1 0.85 -1A 0.18 30 182 154 141 141 119 109 -47.7 0.7 0.9B 1.16 1 0.85 4.4 0.18 2X4 35 178 151 139 138 117 108 -47.7 0.73 1.01 119 1 0.85 AA 0.18 HardlePanel@ 5/16 48 6d 4 wood 24 40 174 149 138 135 116 107 -47.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 common Hem-Fir 45 172 147 136 133 114 106 -47.7 0.785 1.06511-245 1 0.85 AA 0.18 50 169 146 135 131 113 105 -47.7 0.81 1.09 127 1 0.85 -1.4 0.18 55 167 144 134 129 112 104 -47.7 0.63 1.11 129 1 0.85 -1.4 0.18 60 165 143 133 128 111 103 -47.7 0.85 1.13 1:31 1 0.85 -IA 0.18 100 137 121 114 105 94 88 -47.7 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 0-15 144 131 119 112 101 92 30.0 0.7 0.85 1.03 h560 1 0.85 AA 0.18 20 144 127 116 112 98 9D 30.0 0.7 0.9 1.08 1 095 -1.4 0.18 4d,0.091 25 144 124 114 112 96 88. -30.0 0.7 0.94 1.12 1 0.851-1.4 0.18 14.,0.091 30 144 122 112 112 94 87 30.0 0.7 0.9B 1.16 1 o.as -1.4 o.18 0.225 in. 4 edge 2X4 35 141 120 111 109 93 86 -30.0 0.73 1.01 1.19 1 0.85 AA 0.18 HardiePanel@ 5116 48 wood 16 40 138 118 109 107 92 85 -30.0 0.76 1.04 122 1 095 -1.4 0.18 in.long ring HD11.5 8 field SG?-0.36 45 136 117 108 105 91 84 30.0 0.785 1.065 1245 1 0.85 -1.4 0.18 shank nail 50 134 116 107 104 89 83 30.0. 0.81 7.09 1.27 1 0.85 -1.a 0.18 55 132 114 106 103 89 82 30.0 0.83 1.11 129 1 0.85 AA 0.18 60 131 113 105 101 88 82 -30.0 0.85 1.13 131 1 11.85 8 100 108 96 90 84 74 1 70 3 0 x116 h 18 6 ori RONALD 1.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT.R104556-15 JAMES HARDIE BUILDING PRODUCTS,INC, 1-888.542-7343 info@iameshardie.com //Z 0 G 2012 IBC.2014 FBC 2012 IBC,2014 FBC % 2412 -) Allowable,1.1111matia Allowable,Nominal Design Wind,Speed, Design Wind,Speed, Vasa STATE is P* STATED -second gust mph) (3-second gust mph) S (3 4plicable to methods Applicable ox`--�Zo sto x specified in(2012 IBC, plIcable to rnathods ....... 2014 F6CI Section specified In Exceptions 1 11609.1.1.as determined by through 3 of 12012 IBC, 12012"C'20114 FBC] 2014 FBC]Section Figures 1609A,B.or C; 1609.1.1. Coefficients used In Table 6 calculations for V. Wind exposure category Wind exposure.category Siding K. Producttud Building Ailoviable Product Width Fastener Fastener Frame 0 Design Thickness Spacing Heighe-7 B C D B C (inches) (inches) Type Spacing Type (Inches) (feet) Load I . (PSF) Exp 8 ExP C Exp 1) K. K,, GCa GCN I 0-15 198 180 163 153 139 126 -56.6 0-7 7aS IM h560 1 0.85 -1.4 0,18 Min.No 8 X 20 198 175 159 153 135 123 -56.6 0.7 0.9 1L 1 US -14 0.18 1 in.long X Min.No, 25 198 171 157 153 132 121 -56.6 1 0.7 0.94 1.12 1 0.85 AA 0.18 0.323 in 20 gauge 30 198 167 1 154 153 130 1119 -56.6 0.7 1 0.98 1.16 1 10.85 -1.4 0.18 head X 3.625 35 194 165 1 152 150 128 118- -56.6 0-73 1.01 1.19 1 0.85 -1.4 0.18 HardiePanel@ 114 48 diameter 6 in.X 16 40 190 162 1 156 147 126 116 -56.6 0.76 1-04 1-22 1 0-85 -1.4 0.18 ribbed 1.375 In 45 187 161 1 148 145 124 1 115 -56Z 0.785 1:065 1245 1 0.85 -1.4 0,18 bugle head metal 50 184 159 147 143 123 lt -56.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screw? stud 55 182 157 146 141 122 113 -56.6. 0.83 1.11 _129_ -1 0.85 -1.4 0.18 60 180 156 145 139 121 112- -56.6 0.85 1.13 1.31 1 0.85 -14 0.18 100 149 132 124 115 102 96 -56.6 0.99, 1.26 1 1.43 h>60 1 0.85 -1.8 551 0-15 146 132 120 113 102 93 30,6 0-7 O85 1.03 M60 1 0.85 44 0,18 Min.No 8 X 20 146 128 117 113 99 91 30.6 0-7 0.9 1.08 1 0.85 AA 0.18 1 in.long X Min.No. 25 146 126 115 113 97 89 30.6 0.7 0.94 7_12 -1 0.85 AA 0,18 0.323 in 20 gauge 30 146 123 113 113 95 88 -30.6 0.7 F9_8 7_16 1 0.85 -1.4 0-18 head X 3-625 35 143 121 112 110 94 86 -3D.6 0.73 1.01 T1_9 -1 0.851-1 A 10.18 1 HardiePanel@ 114 46 diameter 6 in.X 24 40 140 119 110 108 93 85 -30.6 0.76 1.04 1.22 1 0.05 -1.4 0-18 ribbed 1.375 in 45 137 Ila 109 loor 91 as -30.6 0.785 1.065 I-M' -1 7785- -1.4 0.18 a - - bugle head I metal 50 135 117 108 105 90 84 - -30.6 0.01 . 1.09 1.27 1 0.85 -14 0.18 stud 55 134 116 ]107 104 90 83 -30.6 CA3 Im---lufl 1 0.85 -1.4 018 106 60 132 115 106 102 fig 82 -30.6 0.85 1.13 -1-311 AA 05 1 0.85 .18 screw 100 109 97 91 85 75 70 30.6 0.99 1.26 1-43 h>60 1 0.85 -1.8 0.16 ET&F 0-16 198 180 163 1 153 139 127 -56.7 0.7 0.85, 1.03 hM 1 0.65 -1.4 0.18 0.100 in. 20 198 175 160 153 135 124 56.7 0.7 0.9-71-8 1 0.851-1.4 10.181 knurled Min.No. 25 198 171 157 153 132 121 -56.7 0-7 0.94 1.12 1 0.85 4A 0.18 shank X 20 gauge 30 198 167 154 153 130 119 -56.7 0.7 0.911 1.16 -1 0.85 AA 0,18 HardiePanel@ 5116 48 1.5 in.long 4 edge X3625 35 194 165 152 150 1 128 118 1 -56.7 1 4.73 1.01 1.19 1 0.85 -1.4 F1_8 a X 0.25 In. 8 field in'X 16 40 190 163 150 147 126 116 -56.7 DJ6 1.04 1.22 1 0.85 -1.4 0.18 head 1.375 in 45 187 161 149 145 124 115 -56.7 0.785 U6 1 6185 -11A 0.18 diameter metal 50 184 159 147 143 123 114 -56J 0-81 1.09_ 1-27 1 085 pin stud 55 182 146 -141 1 d22 1`13 -56J 0.83 1.11 1.29 .86 AA 0.18 1 10.851-1.4 0.16 fastener7 60 180 156 145 139 121 112 -56.7 035 1.13 1-31 7T`57as -14 0.18. 1 0 100 149 132 124 115 102 96 56.7 0.99 1.26 1.43 h>60 1 10.85 -1.8 0.18 ETSF 0-15 153 139 126 1 118 107 1 98- 33.7 0.7 1 0.85_ 1.03 hs60 1 0.85 -1.4 0.18 0.100 in. 20 153 135 123 118 1()4 95 33.7 02 0.9 1-08 1 0.85 -1.4 0.18 knurled Win.No. 25 153 132 121 118 102 94 33.7 0.7 024 112 1 0.85 AA 0.18 shank X 20 gauge 30 153- 129 Ti-9 118 too 92 317 117 0.98 116 1 0.85 AA 0-18 HardlePanef(D 5116 48 1.5 in.long 4 edge X 3.625 625 35 150 127 117 1116 99 91 -33J 0.73 1.01 1.19 1 0.85 _14 0.18 X 0.25 in. 8 field in. 24 40 147 125 116 114 97 so -331 0.76 1.04 1.22 -1 0.85 -14 018 head 1.375 In 45 144 --1-24 115 112 96 89 -33.7 0.785 1.065 1245 1 0.85 -1.4 DAB diameter metal 50 142 122 113 110 95 .88 33.7 0.81 1.09 1-27 t 0.85 -11A 0,18 pin stud 55 140.. 1 3 109 94 87 33.7 0.83 1.11 125 1 1 1 GB5 4A 0.18 fastens? 1� 'I 139 -i i '107 1 93 1 87 1 FITOUS__7174 TI-8 60 1 20 i 1 1 L 100 115_L 102 1 95 1 89_L..79 1 74 1 33.7 1 0.99 1.26 1 1A3 jh>601 1[0-.86 0.18 1.Screws shall penetrate the metal framing at least three full threads. 2.Knurled shank pins shall penetrate the metal framing at least 114 inch. 3.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle 0 less than or equal to 10'(2-12 roof slope). 4.Vult=the ultimate design wind speed(3-secoind gust mph)as determined by 12012 IBC,2014 FBC)Figures 1609A,16098,or 1609C;ASCE 7-10 Figures 26.5-1A,26Z-113,or 26.5-1C. S,Vesd=the nominal design wind speed applicable to methods specified in Exceptions I through 3 of 12012 IBC,2014 F13CI Section 1609.1.1. 6.The wind speeds in 12012 IBC,2014 FBC]Figures 1609A,16098 and 1609C are ultimate design wind speeds.Vult,and shall be converted In accordance with 12012 IBC,2014 FBC]Section 1609.3.1 to nominal design wind speeds,Vasd,when the provisions of the standards referenced in[2012 18C.2014 FBC]Section 1609.1.1,Exceptions I through 3 are used, 7.Linear Interpolation of building height and wind speed Is permitted. 8.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part I and Part 3: Kd=0.85,GCp-1 A(hS60),GC,,=1.8(h>60),GCi=0.1 8. LIMITATIONS OF USE: 1)Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 7 �Hardiefta HardieWrap®Weather Barrier and HardieWrap®Pro Flashing JamesHardie� INSTALLATION REQUIREMENTS MITwww.HARDIEWRAP.COMEFFECTVEAPFORTHE MOST RIL 2009 ERSION IMPORTANT.FAILURE TO INSTALL THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND WITH - JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT PERFORMANCE, VIOLATE LOCAL BUILDING CODES,AND VOID THE PRODUCT-ONLY WARRANTY. HARDIEWRAP®WEATHER BARRIER PRODUCT DESCRIPTION HardieWrap®weather barrier is a non-woven, non-perforated polyolefin water-resistive barrier, as per A1338, manufactured by James Hardie Building Products. HardieWrap weather barrier provides a balance of water resistance and breathability to protect homes from the elements of weather that can get behind the exterior wall cladding. HardieWrap® Pro Flashing and HardieWrap® Seam Tape are recommended in conjunction with HardieWrap weather barrier to complete the HardieWrap weather barrier solution.* A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be installed with penetration and junction flashing, in strict accordance with local building code requirements. STORAGE HardieWrap weather barrier should be stored in a covered area. Do not store in direct sunlight and do not expose to building site chemicals. GENERAL REQUIREMENT—DESIGN The installation guidelines herein are informational in nature only and may not be appropriate for use in all applications. It is the sole responsibility of the architect or specter to identify moisture-related risks associated with any particular building design, and to make any appropriate adjustments or modifications to the installation guidelines herein. Wall- construction design must effectively manage moisture, considering both the interior and exterior environment of the building, particularly in buildings that have higher risks of wind-driven rain penetration and conditioned spaces. HardieWrap weather barrier may be installed on vertical wall applications only. James Hardie requires that HardieWrap weather barrier be covered within 180 days of installation.Wall openings, penetrations,junctions, connections, window sills, headers and jambs must incorporate appropriately installed HardieWrap Pro Flashing and HardieWrap Flex Flashing, or other flashing or flashing details, as recommended by the architect or specifier. INSTALLATION OF HARDIEWRAP®WEATHER BARRIER HardieWrap weather barrier should be installed before window and door installation. It is not recommended to install HardieWrap weather barrier on saturated sheathing. HardieWrap weather barrier can become slippery and should not be used in any application where it may be walked on. Beginby affixing weather barrier, extending at least 6" around a building corner(fig. 1). Unroll horizontally(with print side facing out)around the building,covering rs�r rough window and door openings. code-approved sheathing Fasten to studs or nailable sheathing " { (by others) material with galvanized construction- L;r overlap by 6* grade staples a maximum of 18" in the tapevertical seams vertical and horizontal directions. Attach weather barrier so that it is taut r lr I " rCode ap rn d sheathing �- � y: hers) and flat.The vertical overlap must be rte_`' a minimum of 6" and the vertical seam I rx <<F 4 must be taped. HardieWrap Seam Tape is strongly recommended. Do not clog or interfere with the use of wee holes or similar drainage details. Ensure that the bottom edge of the weather barrier extends over the sill plate °'i . ;�P�hostzornaseart�s and foundation interface by at least 1 Overlap upper layers of weather barrier (in shingle lap fashion)by a minimum of 6" 0 pi �.\ V.'•4 4"I ,. 1 fix:_. 2 r 1 below the horizontal edge, and late tape the horizontal seam .,toyothers)hen) line(fig. 1A). y ¢° ; ��� ah 5�.. �.✓f upper etsdlplafe r: 1.weatherbamer / a 6 ovedanterfaceo o a iriuumUUitoE-a no-4 figure 1A 09 3 0' HardieWrap p `� -sealowerlayermTape HardieWrap staple fastener every l weathei.tamer ° extend a minimum of figure 1 fl 6'around a corner 1 *The HardieWrap weather barrier solution is based on methods of installation from the AAMA and ASTM E2112.HardieWrap weather barrier helps to reduce the intrusion of moisture orbir,bu+ nor guaranteed to prevent the intrusion of all moisture or air. HW0404 1/14 P1/6