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HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALL SIDINGFlorida Building Code Online--, t Page 1 of 3 BCIS Home I Log In I User Registration i Hot Topics I Florida ', Product Approval ddo" �` r USER: Public User E�.rg�tm Product Approval Menu > Product or Aoolication Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence SCANNED. BY Surcharge I Stats & Facts i Publications FBC Staff BCIS Site Map i Links I Search > Application Detail FL13192 R5 r , yr Revision fn 2017 { Approved I07 James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding lSo3- ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO %NCE REVIEWED BY DATE PLANSAND IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 John Southard, P.E. © Validation Checklist - Hardcopy Received FL13192 R5 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R5 Eauiv RI0-2692E-17 ASTM C1186 enuivalencv.odf hqs://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47... 3/7/2018 Florida Building Code Online _. Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13192.1 Cemplank Lap Siding I fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II CemPlank-Installation.pdf Approved for use outside HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.pdf Impact Resistant: N/A Design Pressure: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing pdf Other: For use in HVHZ install in accordance with NOA 17- FL13192 R5 II NOA 17-0406.06.pdf 0406.06 Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06xdf Created by Independent Third Party: Yes i 13192.2 HardiePlank Lap Siding) fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frame.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU,pdf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathing.0 Design Pressure: N/A FL13192 R5 II HardiePlank-Installation.pdf Other: For use in HVHZ install in accordance with NOA 17- 0406.06 FL13192 R5 II NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.pdf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 R5 II HardieShingle-Installation.pdf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other; Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R5 II ER RIO-2685-17 Shingle Wood Metal Frame.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192 R5 II HardieShingle-Installation.pdf Design Pressure: N/A Other: Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2685-17 Shingle Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/Pr�_app_dtl. aspx?param=wGEVXQwtDgtsk%2bGnUu47... 3/7/2018 Florida Building Code Online Page 3 of 3 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R5 II ER RIO-2683-17 Plank Wood Metal Frarrie.odf Approved for use outside HVHZ: Yes I Impact Resistant: N/A FL13192 R5 II ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 II ER RIO-2688-17 Plank WSP Sheathina,odf Design Pressure: N/A FL13192 R5 II NOA 17-0406.06.pdf Other: For use in HVHZ install in accordance with NOA 17- 0406.06 FL13192 R5 II Prevail-Lap-Siding--Installation.Ddf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 R5 AE ER RIO-2687-17 Plank Shingle to CMU.odf FL13192 R5 AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes Back Next I Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If yol 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 4S5, 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 click here . Product Approval Accepts: 'Credit'Urd Safe i https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47... 3/7/2018 PROJECT RIO-2683-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PLANKS TO WOOD OR 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 and1B, RESULTS OF TRANSVERSE LOAD TESTING 3-4 SUMMARY OF FASENTER DESIGN LOAD CALCULATIONS 5-6 TABLE 2A THROUGH TABLE 20, ALLOWABLE DESIGN LOADS BY PLANK WIDTH 7-11 DESIGN WIND LOAD PROCEDURES 12 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 12 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 13 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 13 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 13 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 14-57 LIMITATIONS OF USE ' 57 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 -10, THE 2017 FLORIDA BUILDING CODE, AND THE.2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTONBEACH, CA 92649 714-292-2602 714-847-4595 FAX 0 ►1 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. PROJECT; RIO-2553-15 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePlank@ Lap Siding James Hardie Product Trade Names covered In this evaluation- HardiePlank@ Lap Siding, CemPlank@ Siding, PrevalTM Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015Intemational Building Code@ EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank (CemPlank, Prevail Lap) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1166) Material properties HardiePlank Siding 2. Ramtech Laboratories, Inc. Report 10593-96/1395 (ASTM E330) Transverse Load Test, 5116" Thick by 7.5 inch vide HardiePlank Lap Siding instaled on 2X4 W-Flrwood studs space at 16 inches on center with a 0.093 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 3. Ramtech Laboratories, Inc. Report IC-1034-88 (ASTM E330) Transverse Load Test, 5/16" Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Firwood studs space at 16 inches on centerwith a Number 11 gauge 1-3/4 inch long galvanized roofing nail 4. Ramtech Laboratories, Inc. Report IC-1020-88 (ASTM E330) Transverse Load Test, 5116" Thick by 9.5 inch wide HardiePlank Lap Siding installed on 2X4 Hem-Fvwood studs space at 16 inches on center with a 6d common nail 5. Ramtech Laboratories, Inc. Report 2149-07-10 (C) (ASTM E330) Transverse Load Test, 5116" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug -Fir -Larch wood studs space at 16 inches on centerwith an 8d ring shank box nail, 0.113 inch shank by 0.260 inch head diameter by 2.375 inch long 6. Ramtech Laboratories, Inc. Report 2149-07-10 (E) (ASTM E330) Transverse Load Test, 5/16- Thick by 8.25 inch wide HardiePlank Lap Siding installed on 2X4 Doug -Fir -Larch wood studs space at 16 Inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2.5 inch long galvanized siding nail 7. Ramtech Laboratories, Inc. Report 2341-OB-06 (ASTM E330) Transverse Load Test, 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding instaled on 2X4 Doug -Fir -Larch wood studs space at 16 inches on center with a 0.092 inch shank by 0.222 inch head diameter by 2 inch long galvanized siding nail 8. Ramtech Laboratories, Inc. Report 2149417-10 (F) (ASTM E330) Transverse Load Test, 5116" Thick by 8.25 Inch vide HardiePlank Lap Siding installed on 2X4 Spruce -Pine -Fur wood studs space at 16 Inches on center with a 0.092 inch shank by 0.222 Inch head diameter by 2.5 inch long galvanized siding nail 9. Ramtech Laboratories, Inc. Report 11149/1554 (ASTM E330) Transverse Load Test 5116"Thick by 6.25 inch wide HardiePlank Lap Siding Installed on 20 gauge metal studs spaced at 16 and 24 inches on center with ETBF knurled pin fastener 10. Ramtech Laboratories, Inc. Report 11149/1554B (ASTM E330) Transverse Load Test 5/16" Thick by 8.25 inch wide HardiePlank Lap Siding installed on 20 gauge metal studs spaced at 16 and 24 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-642-7343 info@jameshardie.com TEST RESULTS: RONALD 1. OGAWA ASSOCIATES, INC. J 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2553-15 Table IA. Results of Transverse Load Testing for Configurations wifi Steel Framing Report Number 11149 11149 11149 11149 11149 11149 /1554 ' /1554 /1554B /1554B /1554A' /1554A IC-1035-88 Test Agency Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Thickness (in.) 0.3125 (.3125 0.3125 0.3125 0.3125 1 0.3125 0.3125 Width (in.) 6.25 6.25 8.25 8.25 12 12 9.5 Frame T �- 20 ga. steel 20 ga. 20 ga. 20 a 20 ga. 20 ga. 20 ga. steel studs steel studs steel steel studs steel steel studs studs studs studs Frame Spacing (n.) 16 24 16 24 16 24 16 ET&F Ef&F ET&F&F ET&F ET&F No. 8 X 1- 0.100• 0.100" 0.100" uoo" 0.100" 0.100" 1W long X knurled knurled knurled knurled knurled knurled 0.375" Fastener Type shank shank shank shank shank shank head diameter diameterx diameter diameter diameter diameter diameter 0.250" HD 0.250" HD x 0.313' HD 0.313" HD Ilong x 0.250" x 0.250" ribbed x 1.5" long x 1.5" long x 1.5" z 1.5' long HD x 1.5" HD x 1.5' wafer head long long screw Fastening Method Face nail Face nail Blind nail Blind nail Face nail Face nail Blind nag Ultimate Load (psf) 317 173 64 50 151 169.2 Design Load (psf) 105.7 5T.7 21.3 16.7 50.3 t 56.4Effective T ibutyeasgft)0.556 0.833 0.778 1.167 1.194 D.917 Fastener Load , as tested (lb/fastener) 59.7 48.1 16.6 19.4 60.1 48.4 51.7 1. Allowable Desion Load is the t iaim.,e 1 „1 A'44,1 - _ 2. HardieSh)ngle Siding complies with ASTM C1186. Standard Specification for Grade 11, Type A Non -asbestos Fiber -Cement Flat Sheets. I off, .----"aa��i 4e`IoQ.� pGAWq 4- e �'•• STAGE �F � `�,�` �`��o000/G/iN JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542 7343 info@jameshardie.com RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 7,14-292-2602 714-847-4595 FAX PROJECT: RIO-2553-15 Table 113. Results of Transverse Load Testing for Configurations with Wood Framing I Report Number 10593- IC 1034 88 IC-1 220 2149-07- 2i49-07- 2341-08- 2149-07-10 96A395 88 10 (C) 10 (E) ! 06 (F) Test Agency Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Ramtech Thickness (in.) 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 0.3125 Width (in.) 7.5 9.5 9.5 8.25 6.25 ' 8.25 8.25 Frame Type 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood Hem -Fir' Hem -Fir• Hem -Fr` DFL DFL DFL SPF Frame Spacing (in.) 16 16 16 16 16 1610.092- 8d siding 1-39' ad nng ad siding 6d siding Fastener Type nail, 0.093" No. ga. 6d shank box nag, nail, nag, X 0.222" X Roofing n common nail, 0.113" 0.092" X 0.092" X 2.5' nal nag X 0.260" X 0.222" X' 0.222" X 2.375" 2.5" 2" Fastener Length (in.) 2.5 1 75 2 2 375 -2- .5 2 2.6 Fastening Method l Blind nail Blind nail Face nail Face nail Face nail Face nail Face nail Ultimate Load (psf) 92 146.6 199 996 253 165 168 Design Load (cast) 30.7 48.9 66.3 98.7 64.3 55.0- 56.0 EffectiveTnbutaryArea(sqR) 0.694 0.917 0.917 0.778 0.778 0.778 0.778 Fastener Load , as tested - (lb/fastener) 21.3 44.8 60.8 76.7 65.6 47-8 43.6 Adjusted withdrawal design load (lb/fastener) , W 51.1 43.5 39.2 84.0 67.0 49.1 43.0 a Net Fastener Penetration (in.), P 2.166 1.438 1.375 1.750 1,875 1.375 1.875 Wood Speck Gravity, G 0.42 • 0.42 ` 0.42' 0.50 0.50 I 0.50 0.42 Nail Shank Diameter (in.), D 0.093 0.120 0.113 0.113 0.092 0.092 0.092 Withdrawal design value per NDS 2015 or ESR-1539 (Ib/In. penetration), 14.6 18.9 17.8 30.0 22.3 22.3 14.3 W The assigned specific gravity of Hem Fir i NDS I- Aculated fastenerwi0idrawal load is compared with the test result nd the more conservative one WO be used. n - Is 0.43, however 0.42 is used in Ihis analysis In order to match the specific gravity of SPF lumber, which is more popular. 1. Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2. HardieShingle Siding complies with ASTM C1186, Standard Specification for Grade It, Type A Non -asbestos Fiber -Cement Flat Sheets. 3. Calculated fastener withdrawal load is compared with the test result and the more conservative one wn11 be used. For all cases in the table, the adjusted withdrawal design value, W, is calculated as W=CD•W•P Where, CD = load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load =1.6 W = withdrawal design value, calculated per NOS-2015 or ESR-1539. whichever applicable P = fastener embedment depth, in. When nail shank, D, 2 0.099 inch but 5 0.375 inch for smooth shank nails, NDS-2015 equation (11.23) is used to calculate withdrawal design value W =1380 `G(5/2) `D Where, G = wood specific gravity per Table 11.3.3A D = nail shank diameter, in. When nail shank. D, is less than 0.099 inch, or in the case of ring shank nails, the withdrawal design values were obtained from [CC -ES ESR-1539 Table 2 +°°1���'Q. `� /0GAbI/q 24 2 o � ® STATE 0 1 . ��.c• F�ORIOP•^• � 81ONA A - '[I 4 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD I. OGAWAASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2553-15 Nail withdrawal design load was determined to be 14.6 Ibfin. penetration, based on ESR-1539 Table 2, for 0.093' smooth shank nail with 0.42 wood specific gravity. The adjusted fastener withdrawal design value W = Co • W' P=1.6*14.6*2.188 = 51.1 lb. The tested design fastener load with a factor of safety 3 applied is 21.3 pounds per fastener, which) consis less than the adjusted fastener withdrawal design value of 5 1. 1 pounds, so to be conservative, the tested fastener load of 21.3 pounds vnli be used far the calculation. Calculation for 6d siding nail (2 in. long by 0.093 in. shank by 0.222 in. head diameter) blind inailed into wood studs: Using the same timber, but changing the nail length to a 6d siding nail (2 in. long by 0.093 tn. shank; by 0.222 in. head diameter) yields an adjusted fastener withdrawal design value of 42.0 pounds per fastener Nail withdrawal design value, W = 14.6lbin penetration; Net Penetration for a 2" nail through 5116" fiber cement, P=1.689"; W = Co • W • P = 1.6.14.6'1.688 = 39A lb/fastener). Based on the rationale below, a 6d siding nail can be directly substituted for the ad siding nail: 1)The mode of failure for the 2.5 inch long by 0.093 inch shank by 0.222 inch head diameter siding nails is fastener head pull through the hoer -cement, the head diameter controls the failure, the 6d and 8d siding nail have the same head diameter (0.222"), and 2) The adjusted fastener withdrawal design value for the 2 inch long by 0.093 inch shank by 0.222 inch head diameter siding nail Is 39.4 lb/fastener, this exceeds the lest fastener design load of 21.3lbs/fastener. For the two reasons above, the 6d siding nail blind nailed can directly substitute the ad siding nail of the same shank and head diameters. Results in Table 2F are used to calculate allowable basic wind speed for the 6d siding nail (2 inch long by 0.093 inch shank by 0.222 inch head diameter) blind nailed into wood studs. JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714647-4595 FAX PROJECT. RIO-2553-15 The adjusted fastener withdrawal design value, W, is calculated per ND9 20'15. Specific gravity, G=0.42 (use the specific gravity of SPF lumber instead of 0.43 for Hem Fr); Nail shank diameter, 13=1120"; Nail penetration depth for 1.75" nail installed on 5/16" fiber cement plank, P=1 A38'; Calculated withdrawal design value, W=1380 • G(5/2)' D = 1380'(0.42)"2.5'0.120 = 18.9lb/in penetration; Adjusted withdrawal design value, W = CD ` W ' P=1.6`18.9`1 A38 = 43.5 lb. The tested design fastener load with a factor of safety 3 applied is 44.8 pounds per fastener, which is larger than the NDS adjusted fastener withdrawal design value of 43.5 pounds. Hence for calculation of allowable basic wind speed, tested fastener Toad of 43.5 pounds for a Nod 11 gauge 1.75 inch long roofing nail wit be used. In Table 2G below, the fastener load is held constant at 43.5 Ibs/fastenerfor each plank width, the allowable siding design load is back calculated from the tested fastener design load. Siding design load is equal to fastener design load divided by fastener tributary. Results in Table 2G are used to calculate allowable basic wind speed for the Number 11 gauge 1.75 inch long roofing nail. Calculation for No. 11 ga.1.25" long roofing nail blind nailed Into wood studs: Report IG-1034.88 (1.75" long 11ga. roofing nail) yielded a tested fastener load of 44.79 Ibffastener with the failure mode being fastener head pull through the fiber -cement. Therefore we know that the fiber -cement fastened blind nailed with a roofing nail is limited to 44.79 lb/fastener. Using the same timber as specified in Report IC-1034-88, but changing the nail length to a 1.25 inches long yields an adjusted fastener withdrawal design value of 28.4 pounds per fastener. Calculated withdrawal design value, W = 19.9lbrin. penetration; Nail penetration depth for 1.25" nail installed over 5/16" fiber cement plank, P = 0.938"; Adjusted withdrawal design value, W = CD' W • P = 1.6'18.9'0.938 = 28.416/1'astener. In this case, the adjusted withdrawal design value is the control factor, since its less than the tested design fastener load. Siding design load is equal to fastener design load of 28A Ibffastener divided by fastener tributary. See Table 2H below, for the calculated siding design loads for each plank width. Results in Table 2H are used to calculate allowable wind speed for the Number 11 gauge 1.25 Inch long roofing nail used in a blind nail application. Summary based on Report 1020-88 (6d common nail face nailed Into wood studs) The adjusted fastener withdrawal design value based on NDS-2015 is 39.2 pounds per fastener. The tested design fastener load with a factor of safety 3 applied is 60.8 pounds per fastener. The NDS adjusted fastener withdrawal design value of 39.2 pounds is more conservative when compared against the tested fastener foad. Hence for calculation of allowable basic wind speed, the siding design load for a 6d common nail fare nailed will be calculated based on the NDS-2015 adjusted fastener withdrawal design value 39.2 ibs/fastener. See Table 21 below for the calculated siding design loads for each plank width using a 6d common. Results in Table 21 are used to calculate allowable basic wind speed for the 6d common nail, face nailed. Calculation for Sd common nail face nailed into wood studs: We would like to use the ultimate test values obtained in report 1020-88, to do this we propose substituting an 8d common nag for the tested 6d common nail. Doing this substitution resolves the disparity between the NDS and tested values on fasteners. Below are the rationale for substituting the 8d common for the 6d ' achieve the stated ultimate test load of 199 psf, a design load of 66.3 psf--common nail used in testingreport 1020 88 to 1) Use the same timber as in the report, but change the nail to a larger 8d common nag (2.5" long z 0.131"shank diameter x 0.281" head diameter); 2) The 8d common yields an NDS adjusted fastener withdrawal design value of 65.8 pounds per fastener Specific gravity, G=0,42; Shank diameter, D=0.131"; Net Penetration for a 2.5" nag through two layers of 5116" fiber cement=1.875"; Withdrawal design value, W =1380 • 0(5/2) • D = 20.67 Win penetration; Adjusted withdrawal design value, W = CD•WP=1.6.20.67.1.875 = 62.0lb. 3) The mode of failure for the 6d common nag (report 102MB) is fastener withdrawal from limber. 'Since the 8d common nag has a larger bearing area under the fastener head than the 6d common, we can anticipate at least the same fastener.,pug through capacity from an 8d common nag: • 6d common head beating area (head diameter = 0.266 Inches, shank diameter 0.113 inches) = 0.0455 sq inches; • 8d common head bearing area (head diameter= 0.281 inches, shank diameter 0.131 inches) = 0.0485 sq inches; 4) The NDS adjusted fastener withdrawal design value for the 8d common is 62.0 lb/fastener, this exceeds the tested fastener design load of 60.8lbsRastener (for a 6d common in report 1020-88), therefore we can use the ultimate failure pressure of 199 psf to tabulate a design pressure 66.3 psf with an 8d common nag (60.816s/fastener), this V41 be used to calculate wind design. For the 4 reasons above, the 8d common can be directly substituted for the 6d common used in report 1020-88. See Table 2.1 for the calculated siding design loads for each plank width.. Results in Table 2.1 are used to calculate allowable basic wind speed for the Bd common nag face nailed into wood studs. Summary based on Report 2149.07-10 (Cl (8d ring shank box nail face nailed into wood studs) Nag withdrawal design load was determined to be 30 Win. penetration, based on ESR-1539 Table 2, for 0.113" deformed shank nag with D.50 wood specific gravity. Nag penetration depth for 2.375" long nail through two layers of 5/16- fiber cement planks, P The adjusted fastener withdrawal design value W = Co • W • P =1.6'30.1.75 = 84.0 lb. The tested design fastener load with a factor of safety 3 applied is 76.7 pounds per fastener, which is less than the adjusted fastener Withdrawal design value of F calculation of allowable basic wind speed, tested fastener load of 76.7 pounds Will be used_ In Table 2K below, the fastener load is held constant at 76.7 lbs/fastener for each plank width, the allowable siding design load is back calculated from the tested fas Siding design load is equal to fastener design load divided byfastener tributary. Results in Table 2K are used to calculate allowable basic wind speed for Qd 'led sh: nailed into wood studs. RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com For Table 2A to 2N the designs loads will be calculated by proportioning the tributary area to each fastener, thereby design load to each fastener will be kept constant. By doing so, the allowable design load for various HardiePlank widths and stud spacing will be determined. Table 2A, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100" knurled shank x 0.250" HD x 1.5" long, 16" OC 20ga Metal Studs, fasteners exposed (face nail) Check for results using 6.25 Inch plank values from Report Number 11149/1554 and 11149/1554A. Design load = ultimate failure load/FOS=-317psf/3 = ll05.7 psf Effective tributary = ((plank width exposed to weather X stud spacing)1144) = ((6.25-1.25) X 16)/144 = 0.556 sq.ff. Fastener load = design load X tributary area =-105.67 X 0.556 = -58.7 pounds Calculated allowable design load = fastener load tested condition divided by area tributary for the condition to be calculated m � 6 a N Z. l0 O 0 J S HardiePlank Width H c E v d (inches) t°' Q D m w o Q: 5.25 16 0.4444 -132.08 -58.70 6.25 -317 16 0.6556 -105.67 -58.70 7.25 16 0.6667 -88.06 -58.70 7.5 16 0.6944 -84.53 -58.70 8 16 0.7500 -78.27 58.70 8.25 16 0.7778 -75.48 -58.70 9.25 16 0.8889 -66.04 -58.70 9.5 16 0.9167 -64.04 -58.70 12 -151 16 1.1944 -50.33 -60.12 Table 2B, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100" knur Check for results using 5.25 inch plank values from Report Number 1114 Design load = ultimate failure load/FOS = 173psf13 = 51 Effective tributary = ((plank width exposed to weather X Fastener load = design load X tributary area = 67.67 X i Calculated allowable design load = fastener load tested a v« N UJ y a.� •? G C CC HardiePlank Width m E v 'n c •y m (inches) 0> rn w` y o a 5.25 24 0.6667 -72.08 -48.06 6.25 473 24 0.8333 -57.67 -48.06 7.25 24 1.0900 48.06 48.06 7.5 24 1.0417 46.13 -48.06 8 24 1.1250 -42.72 48.06 8.25 24 1.1667 -41.19 48.06 9.25 24 1.3333 -36.04 48.06 9.5 24 1 3750 -34 95 -48 06 shank x 0.250" HD x 1.5" long, 24" OC 20ga Metal Studs, fasteners exposed (face nail) 554 and 1114911554A. psf spacing)l144) = ((6.25-1.25) X 24)/144 = 0.8333 sq.R. 3 = 48.06 pounds ilion divided by area tributary for the condition to be calculated 12 -81 24 1.7917 -27.00 -08.38 Table 2C, Allowable Design Loads Based on Constant Fastener Load, ET&F 0.100" knurled shank x 0.313" HD x 1.5" long, 16" OC 20ga Metal Studs, fasteners concealed (blind nail) Check for results using 8.25 inch plank values from Report Number 11149116548. Design load = ultimate failure Ioad/FOS =-64psf/3 =-21 33 psf Effective tributary = ((plank width exposed to weather X stud spacing)/144) = ((8.25-1.25) X 16)/144 = 0.778 sq.ff. Fastener load = design toad X tributary area = -21.33 X 0.778 = -16.59 pounds Calculated allowable desi n load = fastener load tested condition divided by area tributary for the condition to be calculated I HardiePlank Width (inches) a y E Ole U 7 •� W yo m a Q W h v m 0 yto a 0 a cu m u- J 5.25 16 0.4444 -37.33 -16.59 6.25 16 0.5556 -29.87 -16.59 7.25 16 0.6667 -24.89 -16.59 7.6 16 0.6944 -23.89 -16.59 8 16 0.7500 -22.12 -16.59 8.25 -64 16 0.7778 -21.33 -16.69 9.25 16 0.8889 -18.67 -16.59 9.5 16 0.9167 -18.10 -16.59 12 16 1.1944 _13.89 -16.59 BI' VOGAN ee ve e Q.2 s RONALD I.OGAWA ASSOCIATES, INC. ' 16835 ALGONQUIN STREET #443 -� HUNTINGTON BEACH, CA 92649 1714-292-2602 7144347-4595 FAX PROJECT: RIO-2553-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info dameshardie.cem Table 2D, Allowable Design Loads Based on Constant Fastener Load, ETSF 0.100" knurled shank x 0.313" HD x 1.5" long, 24" OC 20ga Metal Studs, fasteners concealed'(blind nail) Check for results using 8.25 Inch plank values from Report Number 1114911554B. Design load - ultimate failure load/FOS =-50ps03 - -16.67 psf Effective tributary = ((plank width exposed to weather X stud spacing)1144) _ ((8.25.1.25) X 24u144=1.1667 sq.fL Fastener load = design load X tributary area = -16.67 X 1.1667 = -19.44 pounds Calculated allowable deli n load = fastener load tested mnditinn d dr1pri h" arm" fdh,n- mr eh" r,,.,,r.r,,.. •.. h. hrM,r .sa HardlePlank Width (aches) 0. am IN c E P 8 S m n-- y m _ a c w '_ a m o 'y m a c e `ma m ri J 5.25 24 0.6667 -29.17 -19.44 6.25 24 0.8333 -23.33 -19.44 7.25 24 1.0000 -19.44 -19.44 7.5 .24 1.0417 -18.67 .19.44 8 24 1.1250 -1728 -19.44 8.25 -50 24 1.1667 46.67 49A4 9.25 24 1.3333 -14.58 -19.44 9.5 24 1.3756 -14.14 .19.44 1 24 1 1.7917 -10.85 -19A4 Table 2E, Allowable Design Loads Based on Constant Fastener Load, No. 6 X 1-5/8" long -X 0.375" HD ribbed waferhead screw, 209a. Metal Studs, fasteners concealed (blind nail) Check for results using 9.5 inch plankvalues from Report Number IC-1035-88 Design load = ultimate failure Ioad/FOS --169.2psf/3 - -56.4 psf Effective tributary =((plank width exposed to wealherX stud spadng)/144) = ((9.5-1.25) X 16)/144 = 0.9167 sq.fL Fastener load = design load X tributary area = -56.4 X 0.9167 = 51.7 pounds Calculated allowable design load = fastener load tested condition divided by area utary for the condition to be calculated m Hard1eP18nk Width E 'o - - ' = n I w M-i m (Inches) pcp F C] U) W '^ d li J 6.25 16 1 0.4444 -116.33 -5130 6.25 16 0.5556 -93.06 -51.70 7.25 16 0.6667 -77.55 -51.70 7.5 16 0.6944 -74A5 -51.70 6 i6 0.7500 -68.93 -51.70 8.25 16 0.7778 -66.47 71.00. 925 16 .0.8889 -58.16 -51.70 9.5 469.2 16 0.9167 56.40 -61.70 12 16 1 1.1944 43.28 -51.70 c m m ism Ci O cc, O 24 1 0.6667 -77.55 24 1 0.8333 -62.04 24 1.0000 -51.70 24 1.0417 49.63 24 1.1250 45.96 24 1.16 77 44.31 24 1.3333 -38.78 24 1.3750 -97.60 24 12917 -28.86 Table 2F, Allowable Design Loads Based on Constant Fastener Load, 6d siding nail 2.0" L,I SPF Studs, fasteners concealed (blind mall) Check for results using 7.5 inch plank values from Report Number 10593-96/1395. The following example will demonstrate the basic analysis: Design load = ultimate failure IoadiFOS =-92psf/3 = -30.7psf Effective tributary = ((plank width exposed to weather X stud spadng)/144) = ((7.5-1.25) X 16)/144 = 0.694 sq.tt. Fastener load = design load X tributary area - -30J X 0.694 = -21.3 pounds, which will be used for the calculation Adjusted fastener withdrawal load from NDS-2015 = 42.0 ib/fastener, which is larger than the tested fastener load Calc fated allowable desi n load = fastener load tested condition divided by area tributary for the condition to be calculated m q 8 � a 4 c `0 HardlePiank Width �, p m n m m (inches) M U 7€ m a o a ii J 5.2 16 0.4444 -47.92 1 -21.30 6.25 16 0.5556 -38.33 -21.30 7.25 16 0.6667 -31.94 -21.30 7.5 -92 16 0.69" -30.67 -21.30 9 16 0.500 -28.40 -21.30 825 16 0.7778 -27.38 -21.30 9.25 16 0.8889 -23.96 -21.30 9.5 16 0.9167 -23.23 -21.30 12 16 1 1.1944 -17.83 -21.30 c m m 9=uu N.a C• O m N O a 24 0.5557 -31.94 24 0.8333 -25.56 24 1 1.0000 -21.30 24 1.0417 -20.44 24 1.1250 -18.93 24 1.1667 -18.25 24 1.3333 -15.97 24 1.3750 -15.49 24 1.7917 41.89 RONALD 1.OGAWA ASSOCIATES, INC. �J 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4695 FAX PROJECT: RIO-2553-15 JAMES HARDIE ��& I DING PRODUCTS, INC. 1-888-542-7343 R Nesiyn wao =axn _v5 . - :cpsva, ; ;as�s;pst = :. i tieeti a ry(( i�uldfh eirposed to weather X stud spaeing)1144) = ((8 25 1.25) X 16y144 = 0.9167 sgfL Fastener load =design load X tributary area = 48.9 X .9167 = -44.79 pounds, which enll be used for the calculation Adjusted fastener withdrawal load from NDS 2015 =43 5 lb/fastener, In this case it's more censervative and will be used for the calculation Calculated a0owabl desi n load =fastener load tested candi8on d'ndded b area tnbuta fertha condition to be calculated HardiePlank Width caches n o m m °�ci5 � c �` m _ c wt�-� •m PC m V7 o 6.25 16 _ 0.5556 -78.30 7.25 16 0.6667 -65.25 43.50 7.6 16 0.6944 -62.64 -43.50 8 16 0.7500 -58.00 -43.50 8.25 16 0.7778 1 -55.93 43.60 9.25 16 0.8889 48.94 43.50 9.5 146 8 16 0.8167 47.45 -43.50 31,64 12 16 1.1944 -36.42 �3.50 Table 2H, Allowable Design Loads Based on Constant Fastener Load, No. 11ga. RooBnglnatl 1414" L, SPF Studs, fasteners concealed (blind nail) The design load in this case is limited by both test result of report IC-1034-86 and Adjusted withdrawal load from NDS•2015 Sidingdesign load In this case Isequal to the adusted fastener withdrawades l i n load 30.1 iblfastener divided byfastener tributary area. m c m .m m Z mJ 9�in rqm a !r^ �mr,mV HardiePlank Width v d m a a U. _- as (inches) w w ° 0 R! 30 5.25 16 0.4444 -63.90 -28.4 6.25 16 0.5556 -51.12 .28.4 7.25 16 0.6667 -42.60 -28A 7.5 16 0:6944 -40.90 -28.4 8 la 0.7500 37.87 -28A 8.25 16 0.7778 -36.51 -28.4 9.25 .16 0.8889 31.95 -28.4 9.5 16 0.9167 30.98 -28.4 12 16 1.1944 -23.78 -28A e e � •� °'� m m o N inkoo. 24 1 0.6667v -42.60 24 1 0.8333 34.08 24 1.0000 -28AO 24 1.0417[45.85 -27.26 24 1.1250-25.24 24 1.1667-24.34 24 1.3333-21.30 24 ' 1.3750-20.65 24 1.7917 Table 21, Allowable Design Loads Based an Constant Fastener Load, Ild common nail r L, SPF Studs, fasteners exposed (face nail) Check for results using 9.5 Inch plank values from Report Number IC-1020.88. Design load = ultimate failure load/FOS =-199psf13 = -66.3 pal Effective tributary = ((plank width exposed to weather X stud spadng)/144) = ((9.5-1.25) X 16)/144,= 0.9167 sq.iL Fastener load = design load X tributary area = -66.33 X 0.9167 = -60.81 pounds Adjusted fastener withdrawal load from NDS-2015 = 39:2 Ib/lastener, in this case it's more conservative and will be used for the calculation Calculated a0amble desi n load = adjusted fastener withdrawal load divided by area tn'butary for the condition to be calculated HardiePlank Width (inches) E ci 5 m a03 W & w H m m J o _ m e m LL 5.25 16 0.4444 -88.20 -39.20 625 16 0.6556 -70.56 -3920 725 16 0.6667 -58.80 . -3920 7.5 16 0.6944 -56A5 3920 8 16 0.7500 -52.27 3920 8.25 16 0.7778 -50AO -3920 9.25 16 0.8889 -44.10 -39.20 9.6 499 16 0.9167 -42.76 39.20 12 16 1 1.1944 -32.82 -39.20 e m � n^ Z a c c m tC Q 3e rn- wVf-� oa 24 0.6667 -58.80 24 0.8333 47.04 24 _1.0090 -3920 24 1.0417 -37.63 24 1.1260 -34.84 24 1.1667 -33.60 24 1.3333 -29AO 24 .1.3750 -28.51 24 1.7917 -21.88 Iloilo ,OGAWA .24 2 a a .o STATE OF 11 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT- RIO-2683-17 Design Wind, Speed, I Design Wind, Speed, Va<.6, V Sd6.6, spedfied in [201519C, Applicable to methods 2017 FBC] Section specified in Exceptions 1 i09A.1. as determined by through 3 of [20151BC, Rgures 1609.3(1), 2017 FBC) Section 1609.3(2), w 1609.3(3) 1609.1.1. Coefficients used in Table 6 Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing FrameProduct Type Stud Spacing (inches) Building Heighe-7 (feet) B C D B C D ADl ig le Design Load (PSF) Exp B Exp C Exp D Ka GC, GCd HardiePlank 5/16 5.25 r �1 d ( Ptof tt lga.j' Xl1-314" i Oong r` �rrll Roofing nail t' �� • Blind nail 2X4 Wood SPF a 16 0.15 260 236 215 202 183 166 -97.9 0.7 0.95 1.03 h580 1 1 0.85 -1.4 0.18 20 260 230 210 202 178 162 -97.9 0.7 0.9 1.08 1 0.85 -1A 0.18 25 260 225 206 202 174 159 -97.9 0.7 0.94 1.12 1 0.85 -1.4 0.19 30 26R 220 202 202 170 157 1 -97.9 0.7 0.98 1.16 1 0.85 -1.4 1 0.16 35 255' 217 200 198 168 155 -97.9 0.73 1A1 1.1s 1 0.85 4.4 a.1a 40 250. 214 197 194 165 153 -97.s o.7s 1.04 122 1 0.85 -1,4 0.18 45 246 211 195 190 164 151 -97.9 o.7a5 1.065 1.245 1 0.85 -1.4 0.18 50 242, 209 193 187 162 150 .97.9 o.81 1.o9 127 1 0.85 -1.4 6.18 55 239 207 192 185 160 149 -97.9 0.83 1.11 129 1 0.85 -1.4 0.18 60 236; 205 190 183 159 147 -97.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 196. 173 163 161 134 126 -97.9 0.99 1.26 1,43 h>60 1 0.85 -1.8 0.18 HardiePlank 5fl6 6.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF a . 16 0-15 233: 211 192 180 164 149 -78.3 0.7 0.85 1.03 hs60 1 1 0.85 -1.4 0.18 20 233, 205 187 1 BO 159 145 -78.3 0.7 0.9 1.08 1 0.85 -1.4 0.19 25 233 201 194 180 156 143 -76.3 0.7 0.94 1.12 1 0.65 -1.41 0.18 30 233 197 181 1 180 152 140 -78.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 228 194 179 177 150 138 -78.3 0.73 1.01 1.19 1 0.e5 -1.4 018 40 223 191 176 173 148 137 -78.3 0.76 1.04 1.22 1 0.85 -1A 0.18 45 220 189 175 170 146 135 -78.3 0.785 1.065 1.245 1 0.85 -1A 0.18 50 216 187 173 168 145 134 -78.3 0.81 1.09 127 1 0.85 -1.4 0.18 55 214 185 172 166 143 133 -78.3 0,83 1.11 129 1 0.85 -1.4 O.i8 60 211 183 170 164 142 132 -78.3 0.85 1.13 1.31 1 10.85 -1.4 0.18 100 175 1 155 146 135 120 1 113 -78.3 0.99 1.26 1 1.43 h>60 1 0.85 -1.8 0.18 JANES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@iameshardie.com RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2683-17 ;,sign Wind, Speed, I Design Wind, Speed, i V e�.s V. rAss Iecified in [201518C, Applicable to methods 2017 FBC] Section specified in Exceptions 1 3:1.1. as determined by through 3 of [20151BC, Fgures 1609.3(1), 2017 FBC] Section 09.3(2), or 1609.3(3) 1609.1.1. OGAW�///Qd/dd%d®OA000mos'; 0`040908 `a� 'tea_ 121 O7A OF :' q' '`ors; •• � � R ...... � _�Q alit� Deese- ot0ld Coefficients used in Table 6 calculations forVw, Product Har1(ePlank Product Thickness (inches) ' 5116 Width (inches) 7.25 Fastener Type No. 11 ga. X 1-3/4" long Roofing nail Fastener Spacing Blind nail Frame Type 2X4 Wood SPF s Stud Spacing Inches (inches) 16204' Building Heightk7 (feel) Q 15 B ' 213 C 193 D 175 czpusure 13 165 C 149 carego D 136 5ming Dowabl Allowable Load (PSF) 65.3 Exp B 0.7 � Exp C 0.85 Exp D 1.03 hs6o K.FCd 1 0.85 GC. -1.4 GCq 0.1a 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 o.es -1A 0,18 213 180 165 165 139 128 -65.3 0.7 0.99 1.16 1 0.85 -1.4 F. 88 K45 208' 177 163 161 137 126 -65.3 0.73 1.01 1.19 1 0,85 -IA o.ts 174 161 158 135 125 -65.3 0.76 1.04 122 1 0.85 -1.4 DAB 201 i 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.86 -1.4 0.18 198 170 158 153 132 122 -65.3 0.81 1.09 1.271 0.85 -14 018 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1A 0.18 60 193 167 155 1 149 130 120 -65.3 0.85 1.13 1.31 1 0.85 -IA 0.18 10o 160 142 133 124 110 103 -65.3 0.99 126 1.43 tv60 1 US -1.8 0.18 HardiePlank 5/16 7.5 - No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF s 16 0-15 2081 1 189 172 161 146 133 -626 0.7 0.85 1.o3 h560 1 0.85 -1.4 0.18 20 208. 184 168 161 142 130 -62.6 0.7 0.9 1.08 1 o.es -1.4 o.1a 25 208 1 180 165 161 139 128 -62.6 0.7 0.94 1.12 1 0.85 -1A 0.18 30 208 176 162 161 136 125 -62.s 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 204 173 160 158 134 124 -62.6 o.73 1.01 1.19 1 0.65 -1A 0.1e 40 200 171 158 155 132 122 -626 0.76 1.04 122 1 o.as -1.4 0.19 45 197 i 169 156 152 131 121 -s2 6 0.785 1.065 1245 1 0.85 -1.4 0.48 50 194 167 155 150 129 120 -626 0.61 1.09 127 1 o.e5 -1.4 0,18 55 191 i 166 153 148 128 119 -62.6 0.83 U1 129 1 0-85 -IA 0.18 60 189 164 152 146 127 118 -62.6 0.85 1.13 1.31 1 0.85 100 156 139 130 121 107 101 ' -626 o.s9 126 1.43 h>so 1 0.65 4.9 0.1a HardiePlank 5/16 8 No. 11 ga. X 1-314" long Roofing nail Blind nail 2X4 Wood SPF a 16 0-15 200 182 165 155 141 128 -S8.o 0.7 0.85 1.03 h<60 1 0.85 -1.4 0.18 20 200 177 161 155 137 125 -58.0 0.7 0.9 1.08 1 0.85 -1A 0.18 25 200 173 -158 155 134 123 -58.0 0.7 0.94 1.12 1 0.e5 -1.4 0.15 30 200 169 156 155 131 121 -58.0 0.7 0.98 1.1E 1 0.85 -1.4 0.18 35 196 167 154 152 129 119 -58.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 192 164 152 149 127 118 -5a.0 0.7s 1.04 122 1 0.85 -1.4 o-te 45 189 162 150 147 126 116 -58.0 0.785 1.055 1.245 1 0.85 -1.4 0.18 50 186 161 149 144 124 115 -58.0 0.81 1.09 1.27 1 0.85 -IA 0.18 55 184 169 148 143 123 114 58.0 0.83 1.11 129 1 0.85 -1.4 0.18 60 182 1 158 147 141 122 113 -58.0 0.85 1.13 1.31 1 0.85 -1.4 0.19 100 151 133 125 117 1 33 97 sa.0 0.99 1.26 143 b>60 1 --- _1.e ale HardiePlank 5116 8.25 No. 11 ga. X 1-314" long Roofing nail Blind nail 2X4 Wood SPF 9 16 0-15 197 179 162 152 138 126 -55.9 0.7 0.85 1.03 hs60 1 0.85 AA a18 20 197 174 158 152 134 123 -559 0.7 0.9 1.08 1 0.85 -IA 0.18 25 197 170 156 152 132 120 5&9 0.7 0.94 1.12 1 0.95 -1.4 a19 30 197 i 166 153 152 1 129 118 -65.9 0.7 0.98 1.16 1 0.B5 -IA 0.18 35 193 164 151 149 127 117 -55.9 0.73 1.al 1.19 1 0.85 -IA 0.18 40 189 161 149 146 125 115 -55.9 o.76 1.04 122 1 0.85 AA 0.18 45 186 160 148 144 124 114 -55.9 0.785 1.065 1.245 1 0.85 -1.4 0.18- 50 183 158 146 142 122 113 -55.9 o.81 1.os�1. 1 0.85,-1.4 0.18 55 181 156 145 140 121 112 -55.9 0.83 1.11 1 0.85 -1.4 0.18 60 179 155 144 138 120 111 -55.9 0.85 1.13 1 0.85 -1A 0.19 100 148 131 123 114 101 95 55.9 0.99 126h>60 1 0.85 -1.8 0.16 HardiePlank 511E 9.25 X I- ga. X 1�/4" long Roofing nail Blind nail 2X4 Wood SPF a 16 0-15 184 167 152 143 129 118 -48.9 0.7 0.85 1.03 Ihs6a 1 0.85 -IA 0.18 20 184 162 148 143 126 115 - 88.9 0.7 0.9 1.o9 1 0.85 -1.4 0.18 25 184 159 145 143 123 113 7B.9 0.7 0.94 1.12 1 0.85 AA 0.18 30 184 156 143 143 120 111 48.s 0.7 0.98 1.1E 1 O.aS -1.4 0.18 35 180 153 141 140 119 log 48.9 0.73 1.01 1.19 1 0.85 -IA a16 40 177 151 139 137 117 109 -4e.9 0.76 1.04 122 1 2.e5 -1.4 o.1e 45 174 149 138 135 116 107 -48.9 0.785 1.055 1.245 1 0.85 -1.4 0.18 50 171 147 137 133 114 106 -48.9 0.81 1.09 127 1 0.85 -1.4 0.18 55 169 146 136 131 113 105 -48.9 0.83 1.11 129 1 0.85 -1A 0.18 60 167 145 135 129 112 104 -48.9 0.85 1.13 1.31 1 0.86 AA Me 100 138 123 115 107 95 89 -48.9 0.99 1.2E 1.43 h-60 1 0.85 -1.8 a18 18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALG014QUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4596 FAX PROJECT: RIO-2683-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com off p p p p/Pell/ood,,v�+ Boa'°yS • NS • � o 21 :tee ro ATE GF ,N 20151813, 2017 FBC 2015ISC, 2017 FBC r STATE (� T� _ !� 9 p1 O/(� F� Q R 10� ••• • + �. (/0 N Y!� <` a , a oil 0 aB✓is��PPPPpp� Coefficients used in Table 6 calculations for V", Allowable, Ultimate Design Wind, Speed, a,s (3-second mph) Allowable, Nominal Design Wind, Speed, V.J.". (3-second gust mph) APPficable to methods specified in (20151BC, 2017 FBC Section 1609.1.1. as determined by Figures 1609.3(1), 1609.3 (2), or 1609.3(3) Apptice6le to methods specified in Exceptions 1 through 3 of 1201618C, 2017 FBC) Section 1609.1.1. Wind exposure ptego Wind exposure categorySiding K. Product Product Thickness (inches) Width Cinches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Heights' 7 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D K. FCd GCro GCa HardiePlank 5116 9.6 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPFs 16 0-15 181 165 150 140 127 116 -47.6 0.7 O.a5 1.03 hs6a 1 O.as -1.4 0.18 20 181, 160 146 140 124 113 -47.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 i 81 157 143 140 121 111 -47.5 o.7 0.94 1.12 1 0.85 -IA 0.18 30 181 153 141 140 119 109 -47.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 178 151 139 138 117 108 -47.5 o.73 1.01 1.19 1 0.85 -1.4 0.18 40 174 149 137 135 115 106 -47.5 o.76 1.04 1.22 1 0.85 4A 0.18 45 171 147 .136 133 114 105 -47.5 0.7a5 1.065 1.245 1 0.85 AA 0.18 50 169 145 135 131 113 104 -47.5 0.81 1.09 127 1 0.85 -1.4 0.18 55 167 144 134 129 112 103 -47.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 165 143 133 127 111 103 -07.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 136 121 113 106 94 88 -47.5 0.99 1.26 1A3 h>60 1 0.65 -1.9 o.i8 HardiePlank 5116 12 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF ° 16 0-15 159 144 131 123 112 101 -36.4 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 159 140 128 123 108 99 -36A 0.7 0.9 1.08 1 0.85 AA 0.1a 25 159 137 126 123 106 97 -36.4 0.7 0.94 1.12 1 0.85 -IA 0.18 30 159 134 123 123 104 96 -36.4 0.7 0.98 1.16 1 0.85 -1.4 0.1E 35 155 132 122 120 102 94 -36.4 0.73 1.01 1.19 i 0.85 AA 0.18 40 152 130 120 118 101 93 -35A 0.76 1.04 1.22 1 0.85 AA 0,18 45 15D 129 119 116 100 92 -MA 0.785 1.085 1.245 1 0.85 -1.4 0.19 50 148 127 118 114 99 91 .36,4 0.81 1.09 1.27 1 0.65 -1.4 0.18 55 146 126 117 113 98 91 -36.4 0.83 Im 1.29 1 0.85 -1.4 0.18 60 144 125 116 112 97 90 -36.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 119 - 92 - -36.4 0.99 126 1.43 h>60 1 o.85 -1.8 0.18 HardiePlank 5116 5.25 - No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF' 24 0-15 213 193 175 165 149 136 -65.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 213 188 171 165 145 133 -85.3 0.7 0.9 1.08 1 0.85 AA 0.18 25 213 184 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1.4 0.1E 30 213 180 165 165 139 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 208 177 163 151 137 126 -65.3 0.73 1.01 1.19 1 .0.85 -lA 0.18 40 204 174 161 158 135 125 -a5.3 0.76 1.04 122 1 0.85 -1.4 0.19 45 201 172 159 156 134 124 -65.3 0.7a5 1.a65 1.245 1 0.85 -IA 0.18 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 195 160 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -IA 0.18 60 193 167 155 149 130 120 -65.3 0.a5 1.13 1.31 1 0.85 -1.4 0.1E 100 160 142 133 124 Ila 1D3 -65.3 0.99 126 1.43 h>so 1 0.85 -1.8 0.1E HardiePlank 5/16 6.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 190 173 157 147 134 121 -522 0.7 0.85 1.03 h!M 1 0.85 -IA 0.18 20 190 168 153 147 130 i 19 -52.2 0.7 0.9 1.08 1 -i.a 5_18 25 190 164 150 147 127 116 -522 0.7 0.94 1.12 1 -8-5 0.85 AA 0.16. 30 190 161 148 147 124 114 -52.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 186 158 146 144 123 113 -52.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 182 156 144 141 121 112 -52.2 .. 0.76 1,04 122 1 0.85 -1.4 0.1a 45 180 164 143 139 119 110 -522 0.785 1.055 1245 1 0.85 -1,4 0.18 50 177 152 141 137 116 109 -52.2 0.91 1.09 127 1 0.85 -1.4 0.16 55 175 151 140 135 117 108 -52.2 0.83 1.11 129 1 0.85 -1.4 0.1E 60 173 150 139 134 116 108 -522 0.85 1.13 1.31 1 0.85 -1.4 0.1a 100 143 127 119 111 98 92 .522 0.99 1.26 1.43 h>60 110.851 -1.8 0.18 HardiePlank 5/i6 7,25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPFe 24 0-15 174 158 143 134 122 Ill -43.6 0.7 0.85 1.03 hM 1 0.85 -1.4 0.1E 20 174 153 140 134 119 108 -43.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 174 150 137 134 116 106 -43.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 174 147 135 . 134 114 104 -43.5 0.7 0.93 1.16 1 0.85 -1.4 0.18 35 170 144 133 132 112 103 -43.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 167 142 131 129 110 102 -43.5 0.7s 1.D4 122 1 0.85 -1.4 0.18 45 164 141 130 127 109 1D7 -43.5 0.785 1.065 1.245 1 0.65 -1.4 DAB 50 161 139 129 125 108 1110 -43.5 0.81 1.o9 12T 1 0.85 -1.4 0.18 55 159 138 128 123 i D7 99 -43.5 0.83 1.11 T29 1 0.85 -1.4 0.18 60 158 137 127 122 106 98 43.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 1'30 116 - 101 90 - -43.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2683-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-868-542-7343 info@iameshardie.com A% f Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing Inches) Building 1 Height (feet) B C D B C D Allowable Design Load (PSF) Exp S &P C EV D Ka K, GC" GC, HardiePlank 5116 7.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 170 154 140 132 120 109 ' -41.8 0.7 0.85 1.03 hs60 1 1 0.85 -lA 0.18 20 170 150 137 132 116 106 -41.8 0.7 0.9 1.09 1 0.85 -lA 0.18 25 170 147 135 132 114 104 -41.8 o.7 D.94 1.12 1 0.85 -1.4 0.18 30 170' 144 132 132 111 102 -41.9 0.7 0.98 1.16 1 0.85 -lA 0.18 35 167 142 130 1 129 1 110 101 -41.8 0.73 1.D1 1.19 1 0.85 -1A 0.18 40 163 140 129 126 108 100 -41.8 0.76 1.04 1.22 1 0.85 -1A 0.18 45 161 138 128 124 107 99 -41.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 158 136 126 123 106 98 -41.8 0.81 1.09 127 1 0.85 -1.4 0.18 55 1561 135 125 121 105 97 -41.8 0.93 1.11 1.29 1 0.85 -1A 0.18 60 154 134 124 120 104 D6 • -41.8 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 128, 113 99 88 -41.8 0.99 126 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5116 8 No. II ga. X 13W tong Roofing nail Blind nail 2X4 Wood SPF' 24 0-15 164 149 135 127 115 105 -38.7 0.7 0.85 1.03 t�60 1 0.85 -1.4 0.18 20 164 144 132 127 112 102 -38.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 164 141 129 127 109 100 -38.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 164 138 127 127 107 99 -38.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 160 136 126 124 106 97 38.7 0.73 1.01 1.19 1 0.85 -1A 0.18 40 157 134 124 122 104 96 38.7 0.76 1.04 1.22 1 0.85 -lA 0.18 45 155 133 123 120 103 95 -38.7 0.785 1.065 1245 1 0.85 -1A 0.18 50 152 131 122 118 102 94 38.7 0.81 1.09 1.27 i 10.851-1.41 0.16 55 150 130 12l 116 101 93 38.7 0.83 1.11 1.29 1 0.85 -14 0.10 60 149 129 120 115 100 93 38.7 o.e5 1.13 1.31 1 U.eS -1.4 0.18 180 123 - 95 -38.7 0.99 1 1.26 1 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 8.25 No.11 ga. X 1-314" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 161 146 132 124 113 103 -37.3 0.7 0.85 1.03 h_s60 1 0.85 -1A 0.18 20 161 142 129 124 110 100 37.3 0.7 0.9 1.08 1 0.85 -1A 0.18 25 161 139 127 124 107 98 -37.3 0.7 0.94 1.12 1 0.86 -1.4 0.1B 30 161 136 125 124 105 97 37.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 157 134 123 122 104 95 -37.3 0.73 1.01 1.19 1 0.85 -1A 0.18 40 154 132 122 119 102 94 -37.3 0.76 1.04 122 1 o.ES -1A 0.19 45 152 130 121 118 101 93 37.3 0.785 1.065 1.245 1 0.85 -1.4 0. 88 50 149 129 119 116 100 92 37.3 0.81 1.09 1.27 1 O.1s -1.4 0.18 55 148 128 118 114 99 92 -37,3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 146 126 117 113 98 91 37.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 121 - 94 37.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5116 9.25 No. 11 ga. X 1-3/4" long Roofing nag Blind nail 2X4 Wood SPF' 24 0.15 150 136 124 116 106 96 -326 0.7 0.85 1.03 h560 1 035 -1.4 0.18 20 150 133 121 116 103 94 32.6 0.7 0.9 1.08 1 0.85 -lA 0.18 25 150 130 119 116 100 92 -32.6 0.7 0.94 1.12 1 1 0.85 0.85 -1.4 -lA o.1a 0.1a 30 150 127 117 116 98 90 32.6 0.7 0.98 1.16 35 147 125 115 114 97 89 -32.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 144 123 114 112 95 BB -32-6 a76 1.04 1.22 1 0.85 -lA 0.18 45 142 122 113 110 94 87 -326 0.785 1.065 1.245 1 0.85 -1A 0. 88 50 140 120 112 108 93 86 32.6 0.81 1.09 127 1 0.85 -1.4 0.18 55 138 119 111 107 92 86 -32-6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 136 118 - 106 92 -32.6 0.85 1.13 1.31 1 0.65 -1A 0.18 100 113 - 87 - 326 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.5 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 hs6o 1 o.es -1.a 0.1a 20 148 130 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.a5 -1.4 0.18 25 146 12B ' 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 14B 125 115 115 97 89 -31.6 0.7 0.98 1.16 1 1 0.85 -1.4 0.18 35 145 123 113 112 95 88 -31.6 0.73 t 1 1.19 1 085 -1_4 0.18 40 142 121 112 110 94 87 31.6 0.76 1.64 1.22 1 0.85 -1A 0.18 45 140 120 111 108 93 86 31.s 0.7a5 1.065 1.245 1 0.85 -1.4 0.18 50 138 119 - 107 92 - -31.6 0.81 * 1.09 1.27 1 0.85 -1.4 0.18 55 136 117 - 105 91 -31.6 0.83 1.11 129 1 0.85 -1.4 0.18 60 134 ills - 104 90 - -31.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 - - 86 - -31.fi 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@iameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2683-17 Design Wind, Speed, I Design Wind, Speed, I6 6.6 oh'. dew , Applicable to methods re ca1v..,.. specified in [20151BC, Appfccable to methods 2017 F8CI Section specified in Exceptions 1 i09.1.1. as determined by thmgh 3 of [2015 IBC, Figures 1609.3(1), 2017 F8CI Section 1509.3(2), or 1fi09.3(3) Snrt a r-�tnn 1609.1.1. I�RnA nsu 4ao�s,.13GAN 1� JE 91 Coefficients used if l-&& 6 calculations i Product Product Thickness (inches) Width Cinches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building HeighP (feet) B C D B C D llowabi Design ADesign8 Load (PSF) Exp B Exp C Exp D Ka Kd I GC" GCy 5116 12 No. 11 ga. X 1514" long Blind nail 2X4 Wood SPF a45 24 0-15 130 118 100 91 -24.3 0.7 OAS 1.03 hs60 1 0.85 -1.4 0.1e 20 130 114 - 100 89 - -24.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 130 112 - 100 87 - -24.3 0.7 0.94 1.12 1 0.85 AA 0.19 30 130 - - 100 - - -24.3 0.7 0.98 1.16 1.4 0.18 35 127 - - 98 - -24.3 0.73 1.Dl 1.19 -IA 0.18HardiePlank 40 124 - - 96 - 24.3 0.7s 1.04 t.22 -1.4 D.teRoofing 122 - 95 - -24.3 0785 1065 1245 1.4 0.18nail .50 121 - - 93 - -24.3 0.81 1.09 1,27 K851A 1,4 0.1855 119 - - 92 - -24.3 0.83 1.11 129 IA 0.1860 118 - - 91 - - -24.3 0.85 1.13 1.31 IA 0.18-24.3 0.99 126 1.43 h-601.8 0.18 HardiePlank 5116 5.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 6 16 0-15 210. 191 173 163 148 134 1 -63.9 0.7 0.85 1 1.03 Ihs60 1 1 0.85 -1.4 0.18 20 210, 186 169 163 144 131 -63.9 0.7 0.9 1 1.08 1 o.6S -IA 0. 88 25 210 182 166 163 141 129 -63.9 0.7 0.94 1.12 1 0.85 -IA 0.18 30 210, 178 163 163 138 127 -63.9 0.7 0.98 1.16 1 0.85 AA 0.16 35 206 175 161 160 136 126 -53.9 0.73 1.01 1.19 1 0.85 -1.a 0.1a 40 202 173 159 156 134 123 -63.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 199 171 158 154 132 122 -63.9 0.7a5 1.085 1245 1 0.85 A.4 0.78 50 196 1 169 156 151 131 121 -63.9 0.61 1.09 1271 o.e5 .1.4 0.16 55 193' 167 155 150 129 120 -63.9 0.83 1.11 129 t o.85 -1.a 0.18 60 191. 166 154 148 128 119 -63.9 0.85 1.13 1.31 1 0.85 -1.4 1 0.18 100 158' 140 131 .122 108 102 -63.9 0.99 1.26 1A3 h>60 1 10.851 -1.6 0.18 HardiePlank 5/16 6.25 No. it ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPFa 16 0.15 188 171 155 146 132 120 -51.1 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 188, 166 151 146 129 117 -51.1 0.7 0.9 1.08 1 0.85 -IA 0.18 25 188' 162 149 146 126 115 -51.1 0.7 0.94 1.12 1 o.B5 AA 0.18 30 188 159 146 146 123 113 -51.1 0.7 0.98 1.16 1 0.65 -1.4 0.1e 35 184 157 144 143 121 112 s1.1 0.73 1.01 1.19 1 0.85 -1A 0.18 40 181 154 142 140 120 110 51.1 us 1.D4 122 1 0.85 -1.4 0.18 45 178 153 141 138 118 109 -51.1 0.785 1.065 1.245 1 0.85 AA 0.18 50 175 151 140 135 117 108 -51.1 O.a1 1.09 127 1 0.85 -1.4 0.18 55 173 149 139 134 116 107 51,1 D.s3 i.tt 129 1 D.es -1.4 0.1b 60 171 148 138 132 116 107 -51.1 0.85 1.13 1.31 1 10.851 -1.4 10.18. 100 141 125 118 109 97 91 .51.1 0.99 126 1.43 h>60 1 1 0.85 -1.8 0.18 HardiePlank 5116 7.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF a 16 (1-15 172 156 142 133 121 110 -42.6 o.7 D.a5 1.D3 hs60 1 0.e6 -1.4 0.1e 20 172 151 138 133 117 107 -426 0.7 0.9 1.08 1 0.85 -IA 0.88 25 172 148 136 133 115 105 -42.6 0.7 0.94 1.12 1 o.s5 -1.4 o_is 30 172 145 133 133 112 1D3 -126 0.7 0.98 1. 66 1 0.85 -1.4 0.18 35 168 143 132 130 111. 102 42.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 165 141 130 128 109 101 -42.6 0.76 1.G4 122 1 0.85 -1.4 El 45 162 1 134 129 126 108 100 -42.6 0.785 1.065 1245 1 0.85 -1A 0.19 50 160 138 128 124 107 99 -42.6 0.81 1.09 127 1 0.85 -1.4 0.18 55 158 136 127 122 106 98 42.6 0.83 1.11 129 1 0.85 -1.4 1 0.18 60 156 135 126 121 105 97 -42.6 0.85 1.13 1.31 1 0.85 -1,4 0.18 100 129 114 - 100 89 - -42.6 0.99 126 1.43 lh>60 1 0.85 -1.a 10.18 HardiePlank 5/16 7.5 No. 11 ga, X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF 6 16 0-15 168 153 139 130 118 107 -40.9 0.7 O.aS I i_03 h-w 1 0.85 -1.4 0.18 20 168 148 135 130 115 105 -40.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 168 145 133 130 112 103 -40.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 168 142 131 130 110 101 -4a9 0.7 o.9a 1.16 1 0.85 -1.4 0.16 35 165 140 129 128 109 100 -40.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 162 138 127 125 107 99 -40.9 0.76 1.04 122 1 0.65 -1.4 0.18 45 159 136 126 123 106 98 40.9 0.785 1.055 1245 1 0.85 -1.4 0.18 50 166 135 125 121 104 97 40.9 0.81 1.09 127 1 D.a5 55 155 134 124 120 114 96 -00.9 0.83 1.11 129 1 0.85 60 153 132 123 118 103 95 4Ds 0.85 1.13 1.31 1 0.85 a 100 126 112 98 87 -40.9 0.99 1.26 1.43 h>fi0 1 0.85 21 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT_ RIO-2683-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com �6a pGAWA 1 �0c 11KA a-2�d 2015IBC, 2017FBC 20151BC, 2017F8C.L j r _ rat, Fj glx r -' .I •__•" �^•F -, fl "+rpr,•:�€A'a� CF " Coefficients used in Table 6 calculations forV., Allowable, Ultimate Design Wind, Speed, I6 (3-second gust mph) Allowable, Nominal Design Wind, Speed,5 $6 (3-se n gust mph) Applicable to methods specified in 20i51BC, P ( 2017 FBC] Section 1609.1.1. as determined by Figures 1609.sill. 1609.3(2), ar1609.3(3) ApPGeahle to methods specified in Exceptions 1 through 3 of (2015 IBC, 2017 FBC] Section 1fi09.1.f- Wind exposure catelfary Wind exposure categol Siding Ki Product -Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height'•? (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Ka 1� GC, GCq HardiePlank 5116 8 /'" ��f � if No. I'1 ga. X 1-i/4" ton" .Roofing nail�•� Blind nail 2X4 Wood SPF' ' 16 0.15 162 147 134 125 114 103 -37.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 162 143 130 125 Ill 101 -37.9 0.7 0.9 1.08 1 0.85 -1.4 0.19 25 162 140 128 125 108 99 -37.9 a.7 0.94 1.12 1 0.85 -1A 0.18 30 162 137 126 125 106 97 -37.9 0.7 0.98 1.16 1 0.85 -lA 0.16 35 159 135 124 123 104 96 -37.9 0.73 1.01 1.19 1 0.85 -1A 0.18 40 155 133 123 120 103 95 -37.9 0.76 1.04 1.22 1 0.85 -IA o.1a 45 153 131 121 119 102 94 -37.9 0.785 1.065 1.245 1 0.85 -1.4 OAT 50 151 130 120 117 101 93 -37.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 149 129 119 115 100 92 -37.9 0.83 1.11 i.zs t 0.95 -1.4 o.1a 60 147 128 118 114 99 92 -37.9 0.85 1.13 1.31 1 0.85 -1.4 1 0.18 100 122 - 94 - -37.9 0.99 1.26 1 1.43 jh>ro 1 1 0.a5 -1.8 10.18 HardiePlank 5116 8.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF' 16 0-15 159 144 131 123 112 102 -36.5 0.7 o.85 1 1.m hs60 1 1 0.85 -1.4 0.18 20 159 140 128 123 log 99 -36.5 0.7 0.9 1 1.08 1 0.85 -1.4 0,18 25 159 137 126 123 106 97 -36.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 159 134 124 123 104 96 -38.5 0.7 0.98 1.16 1 0.85 -IA 0.18 35 156 132 122 121 103 94 -36.5 0.73 1.01 1.10 1 0.85 -1.4 0.18 40 153 130 120 118 101 93 -36.5 0.76 1.04 122 1 0.85 -1.4 0.18 45 150 129 119 116 100 92 -36.5 0.785 1.065 1245 1 0.a5 -1.4 0.18 50 148 127 118 114 99 91 -36.5 0.81 1.09 1.27 1 0.85 -1A 0.1a 55 146 126 117 113 98 91 36.5 0.83 1.11 1.29 1 0.85 AA 0.18 60 144 125 116 112 97 90 -36.5 0.85 1.13 1.31 1 0.85 -1A 0.18 100 119 - - 93 - - -36.5 0.99 126 1.43 h,60 1 1 1 0.a5 -1.8 1 0.18 HardiePlank 5/16 9.25 No. 11 ga. X 1-114" long Roofing nail Blind nail 2X4 Wood SPF' 16 0.15 149 135 123 115 105 95 -32.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 o.18 20 149 131 120 115 102 93 -32-0 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 149 128 Ila 116 lo0 91 320 0.7 0.94 1.12 1 o.ss -1.4 0.18 30 149 126 116 115 97 g0 -32.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 146 124 114 113 96 88 -32.0 0.73 1.01 1.19 1 0.85 AA 0.18 40 143 122 113 111 95 87 -no 0.76 1.04 1.22 1 0.85 -lA 0.18 45 141 121 112 109 93 86 32.0 0.7a5 1.065 1.245 1 O.ES -1.4 0.18 50 136 119 111 107 92 86 32.0 0.81 1.09 127 1 0,85 .18 55 137 Ila 106 92 - -32.0 O.d3 1.11 129 1 0.85 .18 60 135 117 - 105 91 - -32.0 0.85 1.13 1.31 1 0.85 .18 100 112 - 87 - - -32.0 0.99 126 1.43 h>60 116.85 .18 HardiePlank 5116 9.5 No. 11 ga. X 1-1/4" long nail Blind nail 2X4 Wood SPF 16 0-15 147 133 121 113 103 94 -31.0 0.7 0.85 1.03 h<_60 1 0.85 18 20 147 129 118 113 lo0 91 -31.0 0.7 a.9 1.08 1 0.85 18 I-IAO.18 25 147 126 116 113 98 90 -31.9 0.7 0.94 1.12 1 0.85 18 30 147 124 114 113 96 as -31.0 0.7 0.98 1.16 1 0.85 .15 35 143 122 112 Ill 94 87 -31.0 0.73 1.01 1.19 1 0.85 .18 40 141 120 Ill 109 93 86 -31.0 0.76 1.04 122 1 0.85 18Roofing 45 138 119 - 107 92 - -31.0 0.785 1.055 1.2451 0.85 .18 136 117 - 106 91 - 31.0 0.81 1.09 1.27 1 0.05 -1.4 0.18 f 135 116 104 90 31.0 0.83 1.11 129 1 0.85 -1.4 0.18 133 115 - 103 89 - 31.0 OAS 1.13 1.31 1 0.85 AA 0.18 100 110 85 - 31.0 1 0.99 126 1 1.43 jhvEO 1 0.85 -1.8 0.18 HardiePlank 5/16 12 No. 11 ga. X 1-1/4" long Roofing nail50 Blind nail 2X4 Wood SPF' 16 . 0-15 128 117 - 99 90 -is - -23.8 1 0.7 0.85 1 1.03 h_4i0 1 0.85 -1.4 0.18 20 128 1 113 - 99 - -23.8 1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 128 i i t - 99 86 - -23.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 128 - - 99 - - -23.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 126 - - 97 - - -23.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 123 95 - -23.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 121 - - 94 -23.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 119 - 92 -23.8 0.81 1 1.09 127 1 0.85 -1.4 0. 88 55 Ila - _ 91 - -23.8 0.83 1.11 129 1 0.85 -IA 0.18 _.60 117 - - 90 - - -23.8 a.85 1.13 1.31 1 0.85 -1.4 0.18 100 - - _ _ _ -23.8 799 1.26 1.43 1»60 1 0.115 -1,8 0.18 22 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshard[e.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT. RIO-2683-17 Design Wind, Speed, Design Wind, Speed, VA{ a. V. r,s, (3-second gust mph) (3-second gust mph) Applicable to methods specified in [2015 IBC, Apprcable to methods ZD17 FBC) Section specified in Exceptions 1 160 as determined by through 3 of [2015 IBC, Figures Flres 1609.3(1), 2017 FBC) Section 1609.3(2), or 1609.3(3) 1609.1.1. I�19 ga,�,\. OGAW4's r' M 1( CIA 1"21 STATE OF Coefficients used in Table 6 calculations for Vw Product Product Thickness Cinches) Width Cinches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building HeighC' 7 (feet) B C D B C D Allowable Design Load (PSF) Exp B Exp C Exp D Kn K. I GC, GCa HardiePiank 5116 5.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPFa 24 0-15 172 156 142 1 133 121 110 -42.6 0.7 0.85 .1.03 111f60 1 0.85 -IA 0.18 20 172 151 138 133 117 107 -42.6 0.7 0.9 1.08 1 0.85 -IA 0.18 25 172 148 136 133 115 105 -42.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 172 1 145 133 133 112 103 -426 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 168 143 132 130 111 102 426 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 165 141 130 128 109 101 -42.6 0.76 1.04 1.22 1 0.05 AA 0.18 45 162 139 129 126 108 100 426 0.785 1.065 1245 1 DAIS AA 0.18 50 160 138 128 124 107 99 -42.6 9.81 1.09 1.27 1 0.85 -IA DA8 55 158 135 127 122 106 98 426 0.83 1.11 1.29 1 0.85 .1.4 0. 88 60 156 135 126 121 105 97 -42.6 0.85 1.13 1.31 1 0.85 AA 0.18 100 129 114 - 100 89 -42.6 0.99 1.26 IA3 h'60 1 0.85 -1.8 0.18 HardiePiank 5/16 6.25 No. 11 ga. X 1-114" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 154 139 127 119 10B 98 -34.1 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 20 154 136 124 119 105 96 -34.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 154 133 121 119 103 94 -34.1 0.7 0.94 1.12 1 0.85 -1A 0.18 30 154 1.130 119 119 101 92 -34.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 150 128 118 117 99 91 -34.1 0.73 1.01 1.19 1 0.85 -IA 0.1I 40 147 126 116 114 98 90 -34.1 0.76 1.04 1.22 1 9.85 AA o.19 45 145 125 115 112 97 69 34.1 0.785 1.065 1.245 1 0.85 -1A 0.16 50 143 123 114 111 95 68 34.1 1 0.81. 1.09 127 1 0.85 -1.4 0.18 55 141 122 113 109 95 88 34.1 0.83 1.11 1.29 1 0.95 -1.4 D.18 60 139 .121 112 108 94 87 -34A 0.05 1.13 1.31 1 0.85 -1.4 0.18 100 115 - 89 - -34.1 0.99 126 1.43 h>60 1 0.85 -1.8 10.18 HardiePiank 5/16 725 No. 11 ga. X 1-114" long Roofing nab Blind nail 2X4 Wood SPFa 24 0.15 140 127 116 109 99 90 -28A 0.7 0.85 1.03 h_s60 1 0.85 -IA 0.18 20 140 124 113 109 96 87 -28A 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 140 12l 111 109 94 86 -28.4 0.7 0.94 1. 22 1 0.86 -1.4 0.18 30 140 '119 109 92 -28.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 137 117 IDS 90. - -28.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 135 115 104 89 - -28.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 132 114 - 103 88 - .28.4 0.785 1.065 1.245 1 US -1.4 0.18 50 130 112 101 87 - -28.4 0.81 1.09 127 1 0.85 -1.4 0.18 55 129 111 - 100 86 - -28.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 127 110 99 85 - -28A 0.85 1.13 1.31 1 0.85 -74 Eli 100 - - - _ _ -28.4 0.99 1.26 1 1.43 jh>ea 11 0.85 -1.8 o.18 HardiePiank 5/16 7.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF a 24 0-15 137 125 113 107 97 88 -27.3 0.7 0.85 1.03 IhsSo 1 1 0.85 -1.4 0.18 20 137 121 111 107 94 85 -27.3 0.7 0.9 1.D8 1 0.85 4A 0.18 25 137 119 107 .92 - -27.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 137 116 107 90 -27.3 0.7 0.98 1.16 1 0.85 AA 0.18 35 135 114 - 104 89 - -27.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 132 113 102 87 - -27.3 0.76 1.04 1.22 1 0.85 -1A 0.18 45 130 111 - 101 Bfi -27.3 0.785 1.085 1.245 1 0.85 AA 0.1a 50 128 110 - 99 BS -27.3 Mal 1.09 127 1 0.85 -1.4 0.18 55 126 - 98 -27.3 0.83 1.11 1.29 1 0.a5 -1.4 1 0.18 60 125 - 97 - - -27.3 0.85 1.13 1.31 1 10.851 -1.4 1 0.18 100 - - - - -27.3 0.99 126 1.43 h>60 1 10.851 -1.8 0.18 HardiePlank 5/16 8 No. 11 ga. X 1-1/4" long Roofing nal Blind nail 2X4 Wood SPFa 24 0-15 132 120 102 93 - 252 0.7 0.85 1.03 lhsiso 1 1 0.85 -1.4 0.18 20 132 117 - 102 90 -25.2 0.7 0.9 1.05 1 0.85 -1.4 0.18 25 132 114 102 88 -252 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 132 112 102 86 -25.2 0.7 0.98 1.1s 1 0.85 -1.4 0.18 35 129 100 - - -252 0.73 1.01 1.19 1 0.85 -1.4 0.1B 40 127 - - 98 - - -25.2 0.76 1.04 122 1 0.85 4.4 0.18 45 125 - - 97 - -25.2 0.785 1.055 1.245 1 0.85 -1.4 0.18 50 123 - - 95 - -25.2 1 0.81 1.09 127 1 10851-141 418 55 121 94 - 252 0.83 1.11 129 1 OAS -1.4 0.18 60 120 - 93 - _ -252 0.85 1.13 1.31 1 0.85 -1A 0.18 100 - - - _ _ _ -252 0.99 1.2fi 1.43 h>60 1 0.85 -1.8 12M 23 J � RONALD 1.OGAWA ASSOCIATES, INC. 16835ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO 2683 17 1 8 JAMES HARDIE BUILDING PRODUCTS, INC. b2-7343 i16i'1�;�0 info@iameshardie.com 4 2015/BC, 2017FBC . 20151BC, 2017FBC 6sv. V y' 4 c kTEV. OR •�'-••' •• .. . • , •' P [� C` f,. �.; "'l ' ,,gyp- ' m A `711��� " •wy 1 v " � J = P= ✓ddF4i!¢3 Coefficients used in Table 6 calculations for V., Allowable, Ultimate Design Wind, Speed, (3-second gust mph) Allowable, Nominal Design Wind, Speed, Sd (3-second gust mph) Applicable to methods specified in 120151BC, 20.. FBC) Section ifi09.1.1.asdeterminedby Figures 1609.3(1), 1609.3(2), or 1609.3(3) Applicable to methods specified in Exceptions 1 through 3 of 120151 BC, 2017FBC)Section 1609.1.1. Wind exposure category Wind exposure category Siding K, Product Product Thickness (inches) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building Height''' (feet) B' C D B C D Allowable Design Load Load (PSF) ExP B 6rp C EXP D Ka I Ka GC" GC HardiePlank 5116 8.25 No. 11 ga. X 1-114" long Roofing nail Blind nail 2X4 Wood SPF' 24 0-15 130 118 100 91 -24.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 130 114 100 89 -24.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 25 130 112 100 87 -24.3 0.7 0.94 1.12 1 0.85 -IA 0.18 30 130 100 -24.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 127 98 -24.3 0.73 1.01 1.19 1 0.85 -IA 0. 88 40 124 96 -24.3 0.76 1.04 1.22 1 OAS -IA 0.18 45 122 95 -24.3 0.795 1.065 1245 1 0.85 -1.4 0.18 50 121 93 -24.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 119 92 -24.3 0.83 1.11 129 1 0.85 -1.4 0.18 60 116 91 -24.3 0.85 1.13 1.31 1 0.85 -IA 0.18 100 -24.3 0.99 12fi 1.43 h,60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.25 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF a 24 0.15 121 110 94 85 -21.3 0.7 0.85 1.03 h-<60 1 0.85 -1A 0.18 20 121 - - 94 - - -21.3 0.7 0.9 1.08 1 0.85 -1A 0A8 25 121 94 -21.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 121 94 -21.3 0.7 0.98 iA6 1 0.85 -1.4 0.1a 35 119 92 -21.3 0.73 1.01 1. 99 1 0.85 -IA 0.18 40 117 90 721.3 0.76 1.04 122 1 0.85 -1.4 0.18 45 115 89 -21.3 0.785 1.065 1245 1 0.85 -1.4 0.18 50 113 87 -21.3 ."B1 1.09 1.27 1 0.85 -1.4 0.18 55 112 86 -21.3 0.83 1.11 129 i 0.85 -1.4 0.18 60 110 85 -21.3 0.85 1.13 1.31 1 10.851 -1.4 10.18 100 -21.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 10.18 HardiePlank 5116 9.5 No. 11 ga. X 1-1/4" long Roofing nail Blind nail 2X4 Wood SPF' 24 0-15 120 93 -20.7 0.7 0.85 1.03 h_s60 1 0.85 -1.4 0.18 20 120, 93 -20.7 0.7 0.9 1.08 1 0.85 -1A 0.18 25 120 93 -20.7 0.7 0.94 1.12 1 0.85 -1.4 0.19 30 120 - - 93 -20.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 35 117 91 -20.7 0.73 1.01 1.19 1 0.85 -1A 0.18 40 115 89 -20.7 0.76 1.04 1.22 1 0.85 -1A 0.1& 45 113 88 -20.7 0.785 1.C65 1.245 1 0.85 -1A 0.18 50 111 86 -20.7 0.81 1.09 127 1 0.85 -1.4 0.18 55 -20.7 0.93 1.11 129 1 0.85 -1A 0.18 60 - -20.7 0.85 1.13 1.31 1 0.85 -1.4 1 0.18 100 -20.7 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 5.25 6d common nail Face nail 2X4 Wood SPF 16 0-15 247 224 204 191 174 158 -au 0.7 0.85 1.03 h<_60 1 0.85 -1A 0.18 20 247 218 199 191 169 154 -08.2 0.7 0.9 1.03 1 0.85 -1A 0.88 25 247 213 195 191 165 151 -a8.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 247 209 192 191 162 149 -08.2 0.7 0.98 1.16 1 0.85 -1.4 0.16 35 242 206 190 187 159 147 -88.2 0.73 1.01 1.19 1 0.115 -1.4 0.1a 40 237 203 187 184 157 145 -88.2 0.76 1.04 1.22 1 0.85 -IA 0.18 45 233 200 185 181 155 144 -88.2 0.785 1.065 1.245 1 6.8-5 -1.4 0.18 50 230 198 183 178 153 142 88.2 0.81 1.09 127 1 0.85 -1.4 0.18 55 227 196 182 176 152 141 88.2 0.83 1.11 129 1 0.85 -1.4 0,18 60 224 195 161 174 151 140 88.2 0.85 1.13 1.31 1 0.85 -1A 0.18 100 185 165 154 144 1 127 120 -882 0.99 1 126 1 1.43 h>60 I 1 10.85 1 -1.8 1 0.16 24