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HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALLS�i SCANNED lip i RegulationProfessional BY I BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us BCIS Site Map Unks Search r )Product Approval� 41 USER: Public UserA� }—f / 7 �_.) Product Approval Menu > Product or Application Search > Application List > Application Detail C' r (,Q �C ST. LUCIE COUNTY BUILDING DIV ION FL # FL10477-R7 Application Type RevisREVIEWED FOR CO LIANCE ion6 iri Code Version 2017 REV IE D Application status Approved DATEPLANS AND'PERRn MUST BE KE N JOB SITE OR NO INSPECTIONS) WILL BE MADE 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 CONCEALE��i �IATTACHMENTS Elm Ave. ARE THE RESPONSIBIMYOF THE F Fontana, CA 92337 onta (909), 349-2927 0011 ACTOR OR RECORD pingsheng.zhu@jameshardie.com Category Panel Walls FILECO PY 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 Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 01/01/2021 Validated By John Southard, P.E. ED Validation Checklist - Hardcopy Received Certificate of Independence FL10477 R7 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2012 ASTM E136 2012 ASTM E330 2014 TAS 202 1994 TAS 203 1994 THESE PLANS AND ALL PROPOSED WORK Equivalence of Product Standards ARE SUBJECT TO ANY CORRECTIONS Certified By REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. w. ., a 5, • `.n�t�kPARTM&WR4F?, ;-.2 +,.r Y, > q TiR 34 .f,. ek...-YF. Site Map Links Search i BosHome Log in I' .is Product Approval USER: Public User Product Aonroval Menu > Product 0, Application Search > Application List Refine Search Search Criteria Code Version Application Type 2017 ALL FL# Product Manufacturer ALL James Hardie Building Products, Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name lap siding Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL search Results - FL# AVViicaicions Type Manufacturer Validated By Status FL10477-R7 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved Category: Panel Walls (352) 367-2526 History Subcategory: Siding FL13192-115 Revision James Hardie Building Products, Inc. John Southard, P.E. Approved Category: Panel Walls (352) 367-2526 History Subcategory: Siding Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 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 mall 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 click here . Product Approval Accepts: Credit Card Safe Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 11/15/2017 12/18/2017 12/26/2017 02/13/2018 FL # Model, Number or Name Description 10477.1 Artisan@ Lap Siding 5/8 inch thick fiber -cement lap siding with tongue and groove end joints. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10477 R7 II Artisan-LAP-Install-Instr odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: For use in HVHZ install in accordance with Miami FL10477 R7 II NOA 15-0122.03 Artisan Ddf FL10477 R7 II RIO-2705-17 Artisan lai) siding.r)df FL10477 R7 II RIO-2707-17 Artisan Lai) and Lock Joint System to CMU.pdf Dade County Florida NOA 15-0122.03; For use outside HVHZ install in accordance with manufacturer's installation instructions. Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: Yes Evaluation Reports FL10477 R7 AE NOA 15-0122.03 Artisan odf FL10477 R7 AE RIO-2705-17 Artisan lap siding i)df FL10477 R7 AE RIO-2707-17 Artisan Lai) and Lock Join System to CMU.pdf Created by Independent Third Party: Yes 10477.2 Artisan@ Siding with Lock Joint System 5/8 inch thick fiber -cement siding with interlocking horizontal and vertical joints Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: For use in HVHZ install in accordance with Miami Dade County Florida NOA 17-0724.01; For use outside HVHZ install in accordance with manufacturer's installation instructions. FL10477 R7 II Artisan-Lock-Joint-Install-Instr i)df FL10477 R7 II NOA 17-0724 01 odf FL10477 R7 II RIO-2706-17 Artisan Lock Joint System odf FL10477 R7 II RIO-2707-17 Artisan Lao and Lock Joint System to CMU.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL10477 R7 AE NOA 17-0724 01 odf FL10477 R7 AE RIO-2706-17 Artisan Lock Joint System odf FL10477 R7 AE RIO-2707-17 Artisan Lap and Lock Joint System to CMU.pdf 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. Copyright 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 click here . Product Approval Accepts: Credit Card Safe JUL- JEB Mr. P. ova 414 8436 P.01i01 �- / g U7- - 0 6 ©5�e� STATE OF FLORIDA PARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" H THADDEUS L. COHEN A1A seemtary : Gettelfinger Innovations Manager 80728 Run Plaza :on. Delaware 19880-0728 Gettelfinger. July 19, 2005 W. ibary Walker requested a letter be sent to you regarding product approval for weather resit,2v e barriers in Florida. Florida product approval is governed by Rule 9B-72 F.A.C. Rule 9B- is limited in scope to eight categories of products: (1) panel walls, (2) exterior products, (3)ofing products, (4) skylights, (5) windows, (6) shutters, (7) structural components, and (9) procts comprising a building envelop as a result of new technology. Weather resistive barriers do t fall into one of these categories and are therefore outside the scope of Rule 9B-72, Due to the, mitation in the scope of Rule 9B-72, it is the staff opinion that "Tyvek® fiouseWrapV, T �gk�sl StuccoWrap®", Tyvek* CommercialW"rap®", and Tyvek(O DrainWrapTM,° are outside the cope of the rule. I hope this letter will help in eliminating any confusion that may have occ*ed by clarification of the products as outside the scope of Rule 913-72. you have further questions regarding product approval in Florida, you may contact me or f at 850-487-1824. Thank you for your interest in the Florida Building Code. Sincerely, rz/o Mo Madani, CBO Technical Unit Manager 2I�55 SHUMARD OAK BOULEVARD s TALLAHASSEE, FLORIDA 32399.2100 Phone: 050.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781 Internet address: nttn://www des-State..fl us MWATE CONCERN F ELD OFRCE COMMUMM PL&NNING EMERGENCY MANAGEMENT H01181N0 a COMMLMY DEYllOPNIEW oume" Kgravay. Sully 212 250 shumard Oak Boulevard 2555 ShUMMd OMU BoLd8va*d ZM Snumwa Oak boulevard han. FL330604M Tallahassee, FL 32399,2.100 Tallahassee, FL 3239WZIQD TtoMmsee. FL 3229&2100 2e9`2402 (eN)402-23H (95g)4134NO (OW)ASS-72M TOTAL P.01 COVER R EVALUATI EVALUATI TEST RE TABLE 1) DESIGN TABLE 3, TABLE 4, TABLE 5, TABLE 6, TABLE 7, LIMITATIl AS P PROJECT RIO-2705-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND ARTISAN® LAP SIDING TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS GE )N SUBJECT )N SCOPE )N PURPOSE ;E REPORTS JLTS 1 B, AND 1 C, RESULTS ANDY ANALYSIS OF TRANSVERSE LOAD TESTING IND LOAD PROCEDURES OEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p LLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B LLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C LLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D LLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING dS OF USE PAGE 1 2 2 2 2 3 3-4 5 6 6 6 6 7-11 11 ;T EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE 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. 16835ALGONQUIN STREET#443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX Ito If0111-"1le'.,r�r OGAW,q M�w � a 1 r �aFsstn m-E�4��° LD 1. OGAWAASSOCIATES, INC. 35ALGONQUIN STREET#443 --NTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. EVALUATION S BJECT Artisan® Lap Sldin James Hardie Produc Trade Names covered In this evaluation: ANsanO Lap Siding EVALUATION S OPE: SCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION P RPOSE: This analysts is to der ine the maximum design 3-second gust wind speed to be resisted by an assembly ofAr6san@ lap siding fastened to wood or metal framing with nails or screws. REFERENCE TORTS: 1. Intertek Report 1547645COQ-005A, (ASTM C1186) Material property lesion Artisan siding. 2. Intertek Report 3t)I�7156COO-009 (ASTM E330) Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding Installed on wood and steel studs 3. Intertek Report ID314374 (ASTM E330) Transverse Load Test, 8.25" wide Artisan lap siding installed on wood studs with blind and face nails 4. Intertek Report 3 43474MID-02 (ASTM E330) Transverse Load Test, 5.25" wide Artisan lap siding installed on wood studs with blind and face nails 5. QAI Laboratomi Report RJ4689•REVt (ASTM E330) Transverse Load Test, 5.25" and 8.25" wide Artisan lap siding installed on steel studs with ETBF shot pins fffff,....... l,t . �GAUV, �11Y ��•'yJJJ E®d �A�f' N ­'�,ILD I. OGAWA ASSOCIATES, INC. 135ALGONQUIN STREET #443 ..,JNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES H (2DIE BUILDING PRODUCTS, INC. 1-888-542 343 info@jamehardie.com TEST RESULTS: Table 1A. Test Resul and Analysis of Transverse Load Testing for Report No. 3097158COQ-009 Report Number 3097158C 3097158C Analysis 309T158C 3097158C Analysis 3097158GO 3097158CO Analysis 3097158CO 3097158C0 Analysis OQ-009 OQ-009 0Q-009 OQ-009 Q-009 Q-009 0-009 Q_0M Test Agency I Intertek Intertek Intertek Intertek Intertek Intertek Intertek Intertek Thickness (In.) I 0.5625 0.5625 0.5625 0.5625 0.5625 0.5625 0.5625 0.5625 Width (in.) l 8.25 5.25 7.25 8.25 5.25 7.25 8.25 5.25 7,25 8.25 5.25 7.25 20 ga. (33 20 ga. (33 21 ga. (33 20 ga. (33 20 ga. (33 20 ga. (33 _2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood 2X4 wood Frame Type mil) steel mil) steel mil) steel mil) steel mil) steel mil) steel (S.G = 0.4 ) (S.G.= 0.4) (S.G.= 0.4) (S.0.4) G = (S.G.= 0.4) (S.G.= 0.4) studs studs studs studs studs studs Frame Spacing (in.) I 16 16 16 24 24 24 16 16 16 24 1 24 24 No. 8-18 x No. 8-18 x No. 8-18 x No. 8-18 x No: 8-18 x No. 8-18 x 6d siding 6d siding 6d siding 6d siding 6d siding 6d siding Fastenerlype 0.323" HD 0.323" HD 0.323" HD 0.323" HD 0.323" HD 0.323" HD nail, 0.092" nail, 0.092" nail, 0.09Z' nail, 0.092" nail, 0.092" nail, 0.092" X 1-51B" x 1-518" x 1-5/8" x 1-5/8" x 1-5/8" x 1-5/8" X 0.225" X X 0225" X X 0.225" X X 0.225" X X 0,225" X X 0.225" X 20" 2.0" 20" 2.0" 2.0" 2.0" Fastening Method Blind screw Blind screw Blind screw Blind screw Blind screw Blind screw Blind nail Blind nail Blind nail Blind nail Blind nail Blind nail Ultimate Load (psi) 160 236 125 233 98.5 245 55.6 125 Design Load (pst) 53.3 78.7 59.0 41.7 77.7 49.7 32.8 81.7 43.7 18.5 41.7 23.7 Effective Tributary Ar' (sgft) 0.778 1 0.444 0.667 1.167 0.667 1.000 0.776 0.444 0.667 1.167 0.667 1.000 Fastener Load. as to led (lb/fastener) 41,5 35,0 39.3 48.6 51.8 49.7 25.5 36.3 29.1 21.6 27.8 23.7 1. Allowable Design ad is the Ultimate Load divided by a Factor of safoty of 3,, 2. Artisan Lop Siding mplies with ASTM C1180, Standard Specificaffon for Grade //, Type A Non -asbestos Fiber -Cement Flat Sheets, 3.Artisan lap siding tested in report 3097158COQ-009 was 9/16Inch thick, however the current thickness of the product Is 5/8". The wind load resistance will not be affected if the fastener embedment length ithdrawal capacity is maintained. For screws, since the screw length in the test is long enough to penetrate the stud for at least three full threads, therefore no need to Increase the fastener length. oI F r ail configurations with nails, the length in Table 7 is extended 0.26" to 2.25" inch long to accommodate the increase of product thickness. 4. For all cases with Y1.25" Artisen planks, the design pressures were interpolated based on the results of 5.25" and 8,25" Artisan planks of similar fastening configurations. The following is an For 5.25' Artisan F Effective Idt Design load Fastener Ior For 8.25" Artisan F Effective hit Design load Fastener to*, For 7.25" Artisan F Fastener loc Effective tdb Design load The analysis in' calculation for blind screw on steel framing at 16" o.c. ary area = ((plank width exposed to weather x fastener spacing) /144) = ((5.25-1.25) x 16) /144 = 0.444 sq.ft. ultimate failure load /FOS = 236 psi/ 3 = 78.7 psf = design load x tributary area = -78.7 x 0.444 = 35.0 pounds nk: .ary area = ((8.25-1.25) x 16) /144 = 0.778 sq.fL 160 psf/ 3 = 53.3 psf = 53.3 x 0.778 = -41.5 pounds nk: Is interpolated based on plank width = 35 + (41.5 - 35) x (7,2 5- 5.25) / (8.25 - 5.25) = 39.3 pounds ary area = ((7.25-1.25) x 16) /144 = 0.667 sq.ft. fastener load I effective tributary area = 39.3 / 0.667 = 59.0 Psf :s 1 B and 1 C follow the same process. 0GAWA f.L.► , a ' LO F t dr�sS1•0 v `1LD I.OGAWAASSOCIATES, INC 1 135 ALGONQUIN STREET #443 -..JNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2705-17 JAMES HgRD1E BUILDING PRODUCTS, INC. 1-888-5421 343 info@jameshardie.com Table 1 B. Test Resul and Analysts of Transverse Load Testing for Report RJ4689-1 Report Number I I RJ4689.1 RJ4689.1 Analysis RJ4689.1 RJ4889.1 Analysis Test Agency I I QAI ON QAI QAI Thickness (in.) I I 0.625 0.625 0.625 0.625 0.625 0.625 Width (in.) 8.25 5.25 7.25 8.25 5.25 725 Frame Type 20 ga. (33 mil) steel studs 20 ga. (33 mil) steel studs 20 ga. (33 mil) steel studs 20 ga. (33 mll) steel studs 20 ga. (33 mil) steel studs 20 ge. (33 mil) steel studs Frame Spacing (in.) I 16 16 16 24 24 24 Fastener Type ET&F 0.100" knurled shank diameterx 0.313" HD x 1.5" long ET&F 0.1Or knurled shank diameterx 0.313" HD x 1.5" long ET&F 0.100" knurled shank diameterx 0.313" HD x 1.5' long ET&F 0.100" knurled shank diameterx 0.313" HD x 1.5" long ET&F 0.100" knurled shank diameterx 0.313" HD x 1.5" long ET&F 0.100" knurled shank diameterx 0.313" HD x 1.5' long Fastener Length (in.)' I Blind nail Bend nail Blind nail Blind nail Blind nail Blind nail Fastening Method 134.1 243.6 118A 189.8 Ultimate Load (psf) I 44.7 31.2 52.8 39.5 63.3 44.3 Design Load (psf) 0.778 0.444 0.667 1.167 0.657 1.000 Effective Tributary AIFIIea (sgft) 34.8 36.1 35.2 46.0 1 422 44.8 Fastener Load, as t9sled (Ibtfastener) 25.5 36.3 29.1 21.6 27.8 23.7 1. /vtowaalo Resig Oad Is ltto Uml llale Load amuea by a Factor er satoty of S. 2. HardieShingle SI ing complies with ASTM C1186, Standard Specification for Grade ill, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 10. Results I f Transverse Load Testing for Test Reports MID314374 and 314374MID-02 Report Number I I MID3143474 3143474MID-02 Analysis MID3143474 It 314347.4MIDW 1t Analysis Test Agency I Intertek Intertek Intertek J-Iritertek3 Thickness (In.) 0.625 0.625 0.625 IL =0:625 S Width (In.) I I 825 5.25 725 8.25 F--5.25 y 7.25 Frame Type I 2X4 wood SPF 2X4 wood SPF 2X4 wood SPF 2)(4 wood SPF 2X4 wood SPF Frame Spacing (in } 16 16 16 16 � 1-6 18 Blind: 8d ring shank box Blind: 8d ring shank box Blind: Bill ring shank box Blind: 8d siding nail rBDtid 8d slding.nail Blind: 8d siding nail nail 0.113" X 0260" X nail 0.113" X 0.260" X nail 0.113' X 0.260" X 0 092" X 0225" X 2.5 '0T092='X 0.225 0.092" X 0.225" X 2.5 Fastener Type 2.375" Face; 18 ga, finish nail 2.375" Face: 16 ga. finish nail 2.375" Face: ga. finish nail Face_ 16 ga. finish nail �. Face, 16 ga.-finish nal Face: 16 ga. finish nail 0,0625" x 2.5" 0.0625" x 2.5" O.OB25" x 25" 0.0625" x 2.5" 0.0625 x 2;5" 0.0825 x 2.5" FasteningMelhoi face+blind nail face +blind nail face +blind nail face +blind nail Mace+blind nail face +blind nail Ultimate Load (poi) 240 300 140 300. Design Load (psQj 80.0 100.0 84A 46.7 11+ 100,-M 58.5 Effective Tributary' Area (sgft) 0.778 0.444 0.667 0.778 0.444- 0.667 Fastener Load, I Is tested (lb/fastener) 622 44A 56.3 36.3 44:4, � 39.0 1. Allowable Design Load is the Ultimate Load divided by a Factor of safely of 3. 2. HardieShingl Piding complies with ASTM C1186. Standard Specification for Grade ll, Type A Non -asbestos Frber-Cement Flat Sheets. 0 4 2 STATE OF FssiOr�A��� "aLD I.OGAWAASSOCIATES, INC. 135 ALGONQUIN STREET #443 „ fNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HNRDIE BUILDING PRODUCTS, INC. DESIGN WIND LOID PROCEDURES: Fiber -cement siding lra verse load capacity (wind load capacity) is determined based ASTM E330 tests. The allowable design loads are determined based on a factor of safety of 3 applied to the ultimate test loads. 11 Since the allowable de 'ign 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 us with combination loading equations for Allowable Stress Design (ASO). By using the combinati n loading equations forAltowabie 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 6.5-18, and Figure 26,5-1C, For this analysis, to Oa ulate the pressures In Tables 4, 5, and 6, the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominalloads using allowable stress design, load combination 7. Load Ombination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, Equation 2, Equation 3, To determine Equation 4, q6=0.00256•K.•K„•K, V (ref. ASCE7-10 equation 30.3-1) % , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor K, , wind directionality factor V , basic wind speed (3- V=V,1 (ref. 2015 IBC & 2017 FBC Section 1602.1 definitions) V„ , ultimate design wind speeds (3-second gust MPH) determined from [20151BC, 2017 FBC] Figures 1609.3(1), 1609.3(2), or 1609.3(3); ASCE 7-10 Figures 26,5-1A, B, or C p=q.*(GC, GC1J (ref. ASCE 7-10 equation 30.6-11 GC, , product of external pressure coefficient and gust -effect factor GCa , product of Internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable design load for siding) ressum, substitute q, into Equation 3, p=0.00256•K� VK *V a (GC, -GC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7, Equation 5, 0.6D + 0.6W (ref. ASCE 7-10 section 2.4.1, load combination 7) D ,dead load W , wind load (load due to wind pressure) To determine the At wable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, I p.m = 0.6•[p] Equation 7, p.,, = 0.6•10.00256•K_•Kr K,•V,nz•(GC; GC,,)] Equation 71s used 16 populate Table 4, 5, and 6. To determine the Equation 8, Applicable to mel conversion formb Equation 9, rble ultimate basic wind speed for Hardie Siding in Table 7, solve Equation 7 for V,,, V,,, =(p.,,/0.6.0.00256•K,•fVKKd•(GC,-GC,))os specified in Exceptions 1 through 3 of [2015 iBC, 2017 FBC] Section 1609.1.1., to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 7, apply the V.. = V. • (0.6)0 s V.., , Nominal design wind speed (3-second gust mph) (ref. 20151BC 8 2017 FBC Section 1609.3.1) (ref. 20151BC & 2017 FBC Section 1602.1) F' l 'LD I. OGAWA ASSOCIATES, INC. l �SALGONQUIN STREET#443 `riu-NTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HA IE BUILDING PRODUCTS, INC- 1-88B-542-7 3 info@james ardie.com ..-,t.. „c 4 in neto 1ninn V and n- ........ -IF --- I. h560 --- Wall Zones Wall ' Height it 0-15 Exp B 0.7 Err) C 0.85 Exo D 1A3 KeGC 1 0.85 -1A GC" 0.15 1 0.85 -1A 0.18 20 0.7 0.9 1,08 1 0.85 1,4 0.18 25 0.7 Q94 1.12 1 0.85 1.4 0.18 30 0.7 0.98 1.16 1 0.85 71.4 0,18 $5 0.73 1.01 1.19 40 II 0.76 1.04 1,22 1 0.85 -1.4 0.18 1 0.85 1.4 0.18 45 I 0.765 1.065 1.245 1 0.85 1.4 0.18 50 II 0,81 1.09 1.27 t 0.85 -1A 0.18 55 0,83 1.11 1.29 '1 0.85 -1R 0.18 8D 'I 0.83 1.13 1.31 100 6.99 1 1.28 1 A3 1h>60 4 0.85 -1.8 0,18 Tahla d A1lnwahla .S•tls Design - Comoonent and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - end Exposure Category 13, 100 8 105 B -15.9 15.9 15.9 15,9 16,s -17,3 -17.9 18.4 18.9 19.3 28.2 110 B 17.5 -17,5 17.5 -17,5 18.2 19,0 19.6 -20,2 -20.7 1.2 31.0 115 B 19.1 -19.1 19.1 -19.1 -19.9 20.7 -21.4 -22.1 -22,6 3 33.8 120 B 2U.8 20,8 20.8 -20.8 -21.7 22.6 23.3 -24.1 -24.T - .2 �6.9 130 B 2a.4 24.4 24.4 24.4 -25A -26.5 27.4 28.2 -28.9 .' - 9.6 -43.3 140 B 28.3 2ti 3 28.3 28.3 29.5 -30.7 31.7 32.7 33.6 4.4 50,2 150 B 325 32,5 32,5 325 33.9 35.3 36.4 37.6 38.5 3 . 57.6 1660 37.0 3T_0 37.0 37.0 38.6 40.7 41.5 -02.8 j13.8 -04_ 65.5 1770 417 41.7 41.7 41.7 43-5 45.3 46.8 48,3 49.5 0. -74,0 18 1iti 46.8 -06.8 46.8 48.8 -50.8 52.5 54.1 -55.5 -82.9 190 62.1 -521 52.1 521 54 a 56.6 58.5 60.3 61.8 6 .3 -92.4 28 57.8 -57.8 57.8 57.8 60.2 28 63.7 -63.7 63.7 VAnd Speed (3- second ust I He! ht (tt 1 0_15 14.4 14,4 14.4 -14.4 -15.1 15.7 -15.2 16.7 17.1 -1 -25.6 2D 25 30 35 40 45 5D 55 D LI 100 11 -66.4 Gfi.4 62.7 69.1 84.8 71.4 GG.B -75.5 -68.5 _75.5 - 102- 4 2 77.3 1129 1 � __ ... __ _. _ _ ___ ---a a wl. ,i Conadc _wind FYnosure Cateaory C. Tame 0, A11OWaDle [fB55 u"lylr-wmpvumn oua vmu..n,y[•...•-,..---••.-•-.. _., ____--____ 120 130 140 - 150 160 170 18D 190 2C 2C Wnd Speed (3 I secondgust) 100 C -17.5 105 C -19.3 110 C -21.2 115 C -23.2 C -25.2 28.7 C -29.6 -31.4 C 34.4 -36.4 C 39.5 Z1.8 -44.9 147.5 -50.7 53.7 -56.8 -:0.2 -63.3 67.0 -70.1 74.3 77.3 Height (it) 0.15 IL 20 16.6 20.5 Z25 24.8 32.8 38.0 -43.6 -49.6 -56.0 62.8 70.0 77.6 2589.2 19.4 -21.4 -23.5 -25.6 -27.9 -39.6 -45.5 -51.8 5B.4 -65.5 73.0 80.9 30 20.2 2.3 24.5 26.7 29.1 -34.2 35.2 40.B -46.9 -53.3 60.2 -67.5 75.2 83.3 r 35 20.8 23.0 25.2 27.6 30.D 36.3 42.0 40.3 54.9 62.0 69.5 -77.4 -85.8 4p 21.5 23.7 26.0 28.4 30.9 49.4 56.2 63.5 71.2 79.3 89.9 45 -22.0 -24-2 -26.6 -29.1 -31.6 -37.1 38.0 -43.1 114.1 -50.6 57.6 65.0 -72.9 81.2 89.9 50 22.5 24.8 27.2 -29.7 32.4 -44.9 -51.5 -58.6 86.2 742 -82.7 -91.6 55 I 229 _25.2 27.7-30.3 33.0 -38.7 -0 - 2.4 -5 - - -84. - 3.2 -1 2. 6 1.1 - 8. - 0.8 -3 46.9 -55.0 63.6 73.3 83.4 94.1 105.5 117.6 130.3 143.E 100 32.6 �5.9 39.4 43.1 .. L. __ _ _ ..__.__ __.. .•............ r_. o.e_. rO F%tn t,a R-Isted at Various Wind Soceds - Wind Exposure Category D, Wnd Speed (3l 115 120b-41.5 140 150 160 170 180 190 200 210 secondgust) I 100 105 110 D D D D D D D D Hei ht D D D D D -28.1 D -30.6 41.6 -47.8 -54A -51.4 -68.6 76.7 85.0 93.7 0-15 -21.2 -23.4 -25.7 -27.0 -29.5 -32.1 -43.7 -50.1 -57.0 15.4 72.2 -80.4 89.1 962 20 25 -22.3 -23.1 -24.6 -25.5 -28.0 -30.6 -33.3 -45.3 -520 59.1 66.8 74.9 83.4 924 101.9 30 -23.s 26.4 29.0 31,6 �4,5 -46.9 53.8 -31.3 .69.2 -77.5 88.4 95.T 1055 35 -24.5 -27.1 -29.7 -32.5 -35.3 -48.1 -55.2 62.8 -70.9 79,5 86.6 98.2 7100,7 108.3 40 11 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64A -72.7 -81.5 -90.9 -111.0 45 4 0 -74,.2 83.2 9..7 -102..7 -11..3 50 II -26.2 -28.9. -31. -34.5 -37 44,3 -51.3 .50.9 67-1 .75.7 .94.6 -104.8 115.584.9 I -26.6 -29.3 -32.2 -35.2 37 4.0 52,2 599 . . 681 769 86.2 961 1064 1174 - 9,8 8. -� 5 0 8 -89.2 II. _168.1 .55 -ii 100 11 . -37.0 -40-8 -44.7 1 -48.9 -53.2 •62.5 7 ,5 -83.2 94.6 •108.8 �%. 147.9 103.0 Tables 4, 5, and � are based on ASCE 7-10 and consistent with the 2015 IBC, 2015 IRC and the 2017 Florida Building Code. 6 �br 1. - - • r y� �.. 4 21 a STATE F ' tit trs70 ter` � ®���y>FAJfJlF�v1 i "ALD 1. OGAWA ASSOCIATES, INC. 835 ALGONQUIN STREET #443 _ 6NTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-i1343 info@jame�ardie.com Table 7, Allowable I nd Speed (mph) for HardiePlank Lap Siding (Analytical Method in ASCE 7-10 Chapte,30 C&C Part 1 and Part 3)' 2015 18, 2017 FOG 201518C, 201.7 PSG Coefficients used for calculations Allowable, UfOmate Design Wind, Speed, 3-second gust mph) Allowable, Nominal Design Wind, Speed, (3-second gust mph) Applicable to methods specified in [201516C, 2017 FBCI Section 1609.1.16 as determined by Figures 1609.3(1). 1609.3(2), or 1809.3(3) Applicable to methods specified in Exceptions 1 through 3 of 12015 ISC, 2017 FBCI section 1609.1.1. O exposure Category Wnd Oxposuro cal0 ory Albwafye Design Load (PSF) K. Product P Tht ass I Width ;nches ) Fastener T a yp Fastener Spa P g Frame YP Type Stud Spacing (inches) Building Helghp•' (feat) 8 C D B C D Exp B Exp C F-xp D K„ K. GC, G Artisan®Lap Siding /8 8.25 No. 8-18 Screw x 0.323"head diameter x 1 518" long' Blind screw 2X4 20ga. Metal (33mil) 16 0-15 192 174 158 149 135 123 -53.3 0.7 OAS 1.03 WO 1 0A5 -1.4 0.18 20 1 192 169. 155 1 -149 131 120 -53.3 0.7 0.9 1.08 1 1 0.85 OAS -1.4 -1.4 0.18 0.18 25 192 166 152 149 128 118 1 -53.3 03 0.94 1.12 30 192 162, 149 149 120 116 -53,3 0.7 O.OS 1.10 t 1 OAS 1 0.85 -1.4 -1.4 0,18 0,18 35 - 188 1 160 147 146 124 114 -53,3 0.73 1,01 1.19 40 184 158 146 143 122 113 -53.3 0.76 1.Od t22 1 - 1 D.85 2,85 -1.4 -1.4 OAS 0.16 45 181 158 144 141 121 112 - -533 0.785. LOOS 1245 50 179 164 143. 138 119 110 -53.3 0.81 1.00 1.27 1 1 OAS OAS -1.4 -1.4 0.18 1 0.18 :55 178: 153 142 137 118 110 -53.3 0.83 1.I1 toe 60 174 151- 14D 135 11T 109 43.3 0.85 1-13 1,31 1 0.851 AA I OAS I00 144 128 120 112 99 93 -53.3 029 1.26 IA3 h>90 1 0.85 -118 0.18 ArtisanLap Siding 5/8 7,25 NO. B-18 screw 0,323" head diameter 1 518" long' Blind ScfeW 2X4209a. Metal (33miq 18 0-15 202 183 107 157 142 129 -59.0 O,7 0.65 1.03 IMD 1 1 US -1A OAS " 20 202 178 163 157 - 138 126 .5D.0 0.7 09 1.a8 1 1 0.65 0.85 -1.4 -1.4 OAS 0.1 B 25 202 174 160 157 135 124 .59.0 0.7 0.94 1.12" 30 202 171 157 157 132 122 -59.0 0.7 0M 1.16 1 1 O,B5 0.85 -1.4 -1.4 0;18 0.18 35 -198 163 155 153 130 120 -59.0 033 1.01 LID 40 194 ISO 153 150 128 119 -Sko 0,76 1.04 1.22 1 1 0.85 0.85 -1.4 -1.4 0.18 018 45 191 164 152 148 127 117 -5910 0.785 1.065 1245 50 168 162 150 146 125 118 -59.0 OAI 1.00 127 1 t 0.65 O.fiS .1.4 -I.4 0.10 0.18 55 186 . 161 149 144. 124 115 -5%.0 0.83 IAA 1.29 60 183 159 148 142 123 114 -59.0 0.85 1.13. 1.31 1 D.85 -1.4 D.16 10D 152 135 126 118 104 98 -59.0 0.99 120 1.43 h>80 I OAS -IA 0.18 Lap ArtSiding Sidin 9 6/6 5.25 No, 8-18 screw 0.323" head diameter xl 518" long Blind screw 2X420ga, Metal (33miq 16 0-16 233 212 192, 181 104 149 .78.7 03 0.85 1.03 M60 1 0.65 -1.4 0.18 20 233 206 188 181 159 146 -763 47 0.0 1.08 1 1 0.85 0.85 -1.4 -1.4 0.18 0.18 25 233 201 185 181 156 143 .78.7 03 0.04 1.12 30 233 197 181 181 153 140 .79.7 0.7 0.98 1-ta t 1 0.65 0.85 -1.4 -1.4 0.18 0.16 35 '229 - 194 179 1T7 151 - 139 -7B,7 0,73 1.01 1.19 40 224 192 177 174 M8 137 -78,7 0.70- LOa •1.22 t t 0.65 0.85 -1.4 -1.4 0.16 0.18 45 _ 220 189 175 171 147 136. .78.7 0.755 1.0e5 7245 50 1 1 18T 173 1 168 145 134 -78.7 0.81 1 1.09 1.27 I 1 1 0.85 0.85 AA •1.1 0.18 6.18 55 214 1 185 - 172 1 166 .144 133 -70.7 0,83 1.11 1.20 60. 212 1 184 171 1 164 142 132 .78.7 0.85 1.13 1.31 i '405 -L4 -0.18 100 1 175 1 155' 146 138 120 113 -76,7 0,99 126 1.43 h>60 1 0.85 -1.6 0.18 Artisan®Lap Siding 5/8 8,25 No.8-18 screw X 0,323"heed diameterxl 518" long Blind SCraw 2X4 20ge. Metal (33mil) 24 0-15 170 154 140' 132 119 109 41] 0.7 0.85 1,03 M60 1 us 1 -1.4 0.18 20 170 ISO 137 132 116 106 41.7 0.7 0.9 1.Da 1 1 0.85 OAS .1.4 -1,4 0.18 0.16 25 170 147 134 132 114 104 -41.7 03 0.94 1.12 30 170 144 132 1321 111 1D2 -41.7 0.7 0.98 1-ID 1 1 OZS 0.85 -1.4 -t.4 0.18 0.18 35 166 141 130• 129' 110 101 -41.7 0.73 1.01 1.19 40 163 139 129 126 108 1W 41.7 0.76 1.04 122 t 1 0.es 0.65 -1A -1.4 OAS 0.18 45 160 138 127 124 107 99 .411 0.785 "1.005 1,245 50 158 136 126 1 122 105 98 41.7 0.81 1.09 1,27 1 1 0.85 0.85 -1.4 -1.4 OAS 0.18 55 155 135 125 1 121 105 97 41.7 0.83 1.11. 1.29 6D 1 154 1 134 124 119 104 06 -41.7 OAS 1.13 1.31 1 OAS -1.4 ' 0.18 100 128 113 99 88 41J 0.99 US 1A3 h>60 1 0.85 -1.8 0.18 Artisan® Lap Siding 9 518 7.25 screwx scrNo. cox 0,323"head diameter xl 5/8" long' Blind screw 2X420ga. Metal (33mll) 24 0-15 186 160 153 144 130 118 49.7 0.7 OAS 1.03 11580 r oe 1 0.65 -1.4 0.18 20 186 164 149 144 127 116 49.7 09 0.9 1,Oa 1 1 0.85 OAS -1.4 -IA 0.18 0.18 25 186 160 - 747 144 124 11d 49.7 0] 0.94 1.12 30 186 157 144 144 '121 112 49.7 0.7 FOS t,1e 1 1 0.85 O.BS -1A -1.4 0.18 OAS 35 182 154 142 14l 120 T10 40.7 033 1.01 1.19 40 178 152 141 138 118 109 45.7 0,76 1.04 1,22 t 1 0.85 OAS La o,19 O.I6 45 -175 150 139 336 117 108 40.7 0.785 1.085 1.2A5 50 172 149 13B 734 115 107 49.7 .f • 27 1 1 0.85 o.fis �Ii4 D.te 0.16 55 s0 170 - 168 147 148 137 138 132 130 114 113 108 105 49 0. 6 . t 0.85 -L4 OAA o.1b 100 139 124 116 105 96 90 49.7 0,99. t. 0.85 -1.8 w o 4� STATE �°'srrr�F�ils 1 LD I. OGAWAASSOCIATES, INC. `I 135 ALGONQUIN STREET #443 �-44 iNTINGTON BEACH, CA 92649 714-292-2602 714-047-4595 FAX PROJECT: RIO-2705-17 JAMES HAR , IE BUILDING PRODUCTS, INC, 1-688-542-7 3 info@jamesh rdie.com 201518C, 2017 FBC 20151BC, 2017 FBC Coefficients used for colculallons Allowable, Ultimate Design Wind, Speed, v 1A lII (3-second gust mph) Allowable, Nominal Design Wind, Speed, V ae wA , (3-second gust mph) Applicable to matboda specified in 1201516C. 2017 FBC] Saclion 1609.1.1. as delennlned by Figures 1609.3(1).1609.3(2), or 1801.3(3) Applicable t0 methods specified in Exceptions i through 3 of (2015 IBC, 2017 FBC) Salton 1609.1-1. Wind exposure category W1nd ax asure calog0 All able Design Load (PSF) K, Product Pro od Thi ' ess (i I es) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spadn (inches) Building H(feel) B C D 8 C D F,cp B Exp C Fap D Kr Ise GC- GC„., Artisan® Lap Siding 8 525 No.8-18 screw x 0.323" head diameter 1 516"long' Blind scraw 2X4 20ga, Metal (33mil) 24 0.15 232 211 191 180 163 148 -777 07 0.05 1.03 Mao 1 1 0 e5 0,85 -1.4 .1.4 0.10 ! 0.18 20 232 205 187 180 158 145 .77.7 0,7 O,s 1.08 25 232 200 183 180 155 142 -77.7 0.7 0.94 1.12 1 1 0.85 0.95 -1.4 -1,4 0.18 0.10 30 232 195 180 180 152 140 -77.7 0.7 0.98 1.10 35 227 193 178 176 150 138 -77.7 0.73 1.01 t.19 t 1 O.as 0.05 "14 -t.a 0.10 0.te 40 223 790 176 772 147 136 -77.7 0.76 7.04 1.22 45 219 188 174 170 14(5 135 -777 0385 toes 1245 t 1 0.85 0.85 -1.4 •1.4 0.18 0.19 50 216 186 172 167 144 133 .77.7 0.31 1.00 127 55 213 184 171 185 143 132 -77.7 0-83 1,11 1.29 1 1 0.85 0.85 -1.4 -1.4 018 0.18 60 211 183 170 153 141 131 -77J 0,85 1.13 1.31 100 1 174 1 154 145 135 120 112 -77.7 0.99 126 1.43 h>60 1 0.85 -1.9 1 018 ArGsan� Lap Siding /8 8.25 00951, shank X 0.225' X X 2.25" long gal nail nail Blind nail 2X4 Wood. s.g.x 0 40 16 0.15 1 157 1 137 124 117 106 96 -32.8 0.7 0.05 1.03 hs60 1 1 1 0.05 0.85 -1.4 -1-4 1 0.19 1 0.16 20 151 133 121 117 103 94 -318 0.7 0.0 1.08 25 151 130 119 117 101 92 -32.8 0.7 0.94 1.12 1 1 0.05 0.85 -1.4 -1.4 0,18 0.18 30 151 127 117 117 99 91 -32.8 0.7 0.98 1.16 35 14B 125 116 114 97 90 •32.8 0.73 1.01 1.10 1 1 0.85 0,85 -1.4 -1.4 0.10 0.70 40 M5 124 114 112 96 88 -32.8 0.70 1.04 122 45 142 122 113 /10 95 88 -32.8 0.7e5 1 ae5 1 2a5 1 t 0.e5 US -1.4 -1.4 0.18 0.18 50 140 121 112 109 94 87 •32.8 0.81 1.09 127 55 138 120 111 107 93 86 .32.8 0.83 1.11 129 1 1 1 0.85 0,85 -IA -1.4 0.18 0.18 61) 137 ITS 110 106 92 85 -32 8 Us 1.13 1.31 100 1 113 88 -32.8 o,09 120 1.43 h>60 1 0.85 -1.6 0.16 Artisan'& Lap Siding 5/8 7,25 0.095" shankX 0.225" HD X 2.25" long gale, Siding nail Blind nail 2X4 Wood, s,g 2 0,40 16 0-15 1 174 158 143 135 122 111 -43.7 0.7 0.85 1.03 hs60 1 1 0.85 0.85 -1.4 .1.4 0.18 0.18 20 174 153 140 135 119 108 -43.7 0.7 0.0 1.00 25 174 150 138 135 116 107 43.7 0.7 0.94 1.12 f 1 0.05 0.85 .1.4 -1.4 0.13 0.78 30 174 147 135 135 114 105 -43.7 0.7 0.08 1.18 35 170 145 133 132 112 103 -43.7 0.73 1.01 1.19 1 1 0.85 0,85 -1.4 .1.4 0.te o.te 40 167 143 132 129 1ti 102 -43.7 0.76 104 1.22 45 164 141 130 127 109 101 -43 7 0.705 1.065 1 245 1 t 0.95 065 -1 4 -1.4 018 018 50 162 139 129 125 108 100 -43.7 0.81 1,09 1.27 55 160 138 128 124 107 99 .43.7 0.83 1.11 f.20 1 1 0.85 0.05 -1.4 -1.4 0.18 0:15 F. 158 137 127 122 105 99 -43J 0.05 1.13 T31 100 131 1 116 101 90 431 0.99 1.28 1.43 h>60 1 0.85 1 -1.8 0,18 Artsan® Lap Siding IS 5.25 0,095'• shank X 0.225" HD X 225" long galy. Siding nail Blind nail 2X4 Wood, s.g.z 0.40 16 0-15 238 216 196 184 167 152 -81.7 0.7 0.85 1.03 hS60 1 1 0.85 0.85 -1A -1A 0.10 0,18 20 238 21D 191 184 162 148 1 -517 0.7 0.9 1 1.OB 25 239 20S tea 784 t59 146 .81.7 0.7 0.94 L12 1 1 0.85 Ob5 AA -1.4 GAS 0.15 30 238 201 185 184 156 143 -81.7 0,7 o.OD im 35 233 1 g8 182 180 163 141 -81.7 0.73 1.Ot 1.10 1 1 0.85 0.95 -IA -t.a 0,18 3.10 40 228 195 180 177 151 140 -B1.7 0.76 1.0a 122 45 225 193 178 174 149 138 .81-7 0.785 I.0G5 1245 1 t 0.85 0.85 .1.4 -7.4 0.10 0.78 50 221 191 177 171 14B 137 81.7 O.B1 1.OB 127 55 218 189 175 169 146 136 •81.7 0,03 1.11 129 t 1 0.as 0.95 -ta 44 0.1a 0,18 60 216 187 174 167 145 135 -ail 0.85 153 i-37 100 179 158 149 138 123 116 -B1.7 0.99 1.28 1A3 h>60 1 0.85 -1.8 018 Arlisarra Lap Siding 518 825 0.095' shank X 0225" HD X 2 25" long gal¢ Siding nail Blind nail 2X4 Wood, s.g.z 0,40 24 (1-15 - 113 88 -18.5 0.7 0.65 1.03 h<_BD 1 0.65 AA 0.18 20 113 e8 A&S 0.7 0.9 1 -08• 1 1 0.65 0.e5 -14 -t,a 0.18 0.18 25 113 88 .185 0.7 0.04 1.12 30 113 88 - - -18.5 0.7 0.08 1.10 1 1 b e$ 0.85 .1.4 .1.4 0.10 0.18 35 111 86 -18.5 0.73 1.01 1.19 40 - .18.5 0.76 1.04 t22 1 1 ties 0.85 -t 4 •1.4 0.18 0,18 45 - - -18.5 0.785 1.065 1.245 50 -1e.5 o.e1 1.11 121 1 1 0.85 .os 9EEL -1.4 -14 0.18 0.16 55 -f 9.5 o.ea 1.11 120 00 •IDS 0.8 f0/ OYd 1 0.85 -ts 0.213 100 -1 e.5 tt 1 r80a 1 O.BS -1.8 0.18 I; D 1. OGAWAASSOCIATES, INC. _ AI5ALGONQUINSTREET #443 HUNTINGTON BEACH, CA92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HAR ,E BUILDING PRODUCTS, INC. Design Wind, Speed, Design Wind, Speed, V 4.c V 18 (3-second gust mph) (3-second gust mph) Applicable to methods speclaed in 1201510C• 2017 F8Cj Section 1809A.1, as determined by Figures 1609.3(1). 1699.3(2). or 18093(3) Applicable to methods specified in Exceptions 1 through 3 or L20151BC, 2017 FBCj Section 1809.1.1- ' coefficients used for Wind W sure C31agOrY Wind oxpnwre calOgO ABowabic DesgnLoad (PSFi VC. exp B Ex0 C Exp D Product Prc Lct Thi rSe. (in es) WcIth (inches) Fastener Type Fastener Sparing Frame Type Stud Sparing (Inches) Building Haight? 9 (feet) B C D B C D 7.25 0.095, shankX 0.225" HD X 2.25" long Siding nail Blind nail Blind nail 2X4 Wood, s.g t GAO zx4 Woad, s•g,t 0.40 24123 24 0-15 20 r35 100 0-15 20 25 30 35 AO 45 50 55 60 too 128 128 120 128 125 121gala 1 99 110 116 170 170 170 170 166 163• 160 558 156 154 728 116 113 111 154 150 147 144 t41 139 138 136 135 134 113 - - 140 137 134 132 130 227 12T 126 125 124 99 99 99 99 97 95 92 91 90 - 132 132 132 132 129 124 124 122 121 119 99 90 88 66 - - - 119 110 114 111 1fo 107 107 105 105 104 88 - 109 106 JD4 102 101 99 99 98 9T 98 -23.7 z3.7 -23J -237 -23.7 -23.7 .23,7 -233 -237 -23.7 -23.7 -017 41.7 -413 -413 -41.7 -41.7 41.7 •41.7 -41.7 .41.7 ar.7 0.7 0.7 0.7 0.7 0.73 0.76 a7s5toes 0.81 0.83 OAS 0,09 0.7 07 0.7 0.7 0.73 ,78 o.7e5 O.at 0.03 0.85 o.e9 0.85 os 0.04 0,98 t.ot 1,04 1.09 1.11 t.t3 1,26 OAS 0.9 0,94 0.08 1.ot t06 1.Oe5 1.09 1-11 1.13 t.2s 1.03 ILOO 108 1.12 1.16 1.19 1,22 t245 127 129 Lit 1.43 1.03 1.03 1.12 1.16 1.19 1.22 1.245 1.2T 1.29 1.31 1.43 h>80 1,560 h>eo Artisan® Lap Siding 0 Adisanl8 Lap Siding !0 5 25 5X shank 0.225" HD X 225" long gals. Siding nail ETBF 0.100" knurled shank diameter x 0.313" HD x 1-5' long = 81ind nail 2X4 20ga• Metal (33mll) 16169 C-15 176 160 145 13B 124 112 -44.7 0.7 0.85 1.03 h500 h>80 Artisan@) Lap Siding 5/8 8.25 $20176 176 115 172 166 155 152 149 146 t44 143132 142 339 137 135 133 136 136 136 133 131 129 120 118 115 113 112 110 110 108 106 105 103 102 -44.7 -44.7 -04.7 -44.7 44.7 -44.7 0.7 0.7 a.T 0.73 0.70 0.785 0.0 0.94 o.9e 1.01 1.aa 1065 1.08 1.12 1.1a 1-19 122 1.245 184 141 131 127 log 101 .44 7 0,61 1.09 1.27 l 162 132 140 138 117 130 129 125 124 102 10B 107 91 10O 100 '44,7 -44.7 44,7 063 o,e5 o.s0 1.iti.2ii160 1.13 1.2e L31 1 1.43 ArtisanOLap Siding 518 7.25 ETBF 0,100" knurled shank diameterx 0.313' HD x 1.5'longl Blind nail 2X420ga. Metal (33mil) 16 0-15 191 174 156 148 134 122 -52.8 0.7 0.85 1.03 Moo 20 91 _169 554 148 131 119 sz a o7 0.9 1.08 25 191 165 151 148 128 117 -52.8 0.7 O.W t.12 30 191 102�14 148 125 115 52.6 0.7 o.9a 1,1s 35 107 159 145123 114 -528 o7a 1.01 1.1s 40 184 157 142 122 112 -52A 0.70 1.04 1,22 45 181 155 t40 120 111 520 0.705 1,065 1.245 50 178 153 742 138 119 11D sz,a oAt 1.09 1,27 55 176 152 141 736 118 109 st.e 0.83 Ln t29 80 174 151 140 334 117 103 - -52.8 0.8.9 1.13 1.31 1D0 144 127 120 111 99 93 52.8 0.98 1.26 1.43 h>60 ETBF 0.15 237 215 195 1 184 167 1 161 1 -81.2 0.7 0.05 1.03 h590 7.0 25 237 237 209 205 191 187 184 1B4 162 159 14B tA5 -81,2 -81.2 03 0.7 oA 0.04 1.08 1.12 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 4.5 0.19 1 085 •1.4 GAS 1 0.05 -1.4 0.10 1 0.85 A.41 10.10 + o.es -1.4 0.18 1. 0.85 =1 a 0.18 1 0.85 •1.4 0.18 1 0.85 -1.4 018 1 0.85 -1.4 0.18 1 0.85 AA 0.15 t 0.85 -1.4 0.18 1 485 -1-0 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.05 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1A 0.13 1 025 -1.4 0.10 1 0.85 -t4 0.10 1 O.B5 •1.d 0.10 1 o.es .1.4 0.18 1 n B5 .1.6 0.18 0.100, 36 237 200 184 184 155 tb3 •aL2 o,J 0.98 1.16 f DAs -1.4 0.10 knurled 2X4 20ga. 35 232 197 182 180 153 141 -a12 1 0.73 1.01 1.19 t 0.85 -1.4 � 0.18 Artisan® Lap 518 525 shank Blind nail Metal 16 40 228 195 180 176 151 139 -81.2 070 1.0•i I22 i 0,85 -1.4 0-18 0.18 Siding diameter x (33mil) 45 224 192 17B 1 33 149 138 -81.2 0.765 1.065 1245 t o.as -t.a 0.313" HD x 50 290 190 176 171 147 136 -e12 0.81 1.09 1.27 1 0.85 AA 0.18 55 219 1e8 775 169 446 135 812 0.83 1.11 1,29 1 0.85 AA 0,1a 1.5"long -187 173 167 145 13.1 -812 1 0.85 i. zd, 1. 0.85 •1.4 0-18 158 i4B 138 122 115 412 1OPW 1, N 0 1, os5 -t.e 0.18 DIV- IN w` n a •� 21 � h -o `•• STATE OF r� I &/ONA.L �� ;g "iIALD I, OGAWAASSOCIATES, INC. 1835ALGONQUIN STREET#443 aUNTINGTON BEACH, CA92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HA DIE BUILDING PRODUCTS, INC. 1-888542- 3 intoQ,ame ardie.wm 201518C, 2017 FBC 201518C, 2017 F8 Coolliclaota used foucalcal4ltorrs Akowable, Ultimate Design Wind, Speed, Vu9.0 (3-second gust mph) Allowable, Nominal Design Wind, Speed, V�4A (3-second gust mph) Applicable to methods specified in 1201518C. 2017 FBCj Section 1609,1.1, as deleenined by Figures 1600,3(1), 1609,3(Z), or 1609.3(3) Applicable to methods specified In Exceptions t through 3 of [2015180, 2017 FBcj Secllon 1609.1.1. W rid o% osurocote ory Wild exposure Catego Allowable Dasign Load (PSF) K, Product P dud Th ness (i des) Width (inches) Fastener Type Fastener Spacing Frame Type Stud Spacing (inches) Building HetghP' (feet) B C D B C D E%pB E%pC 5 D K,, K. cwp Gc Artisan® Lap Siding 518 825 ETBF 0.100° knurled shank diameter 0,313"HDx 1.5° long Blind nail 2X4 20ga. Metal (33m11) 24 0.15 lob 160 136 12B 116 .100 -39.5 0.7 0.85 1.03 h560 1 0.85 -lA 0.10 20 165 146 133 128 113 103 -39.5 0.7 0.9 Los 1 0.85 -1.4 0.18 25 165 143 _1131 128 111 101 .39,5 0.7 0.94 1.12 t 1 as5 0.65 -1.4 -1.4 0.18 0,1e 30 165 140 728 126 108 100 .39.5, 0.7 Us1.18 35 162 138 127 125 107 98 -395 0.73 1.01 1,19 1 1 035 0.65 -1.4 .1.4 0.10 0.18 40 159 - 136 125 123 105 97 -39.6 0.76 1.04 1.22 45 156 134 124 121 104 96 -39.5 D,785 1465 1,246 1 1 0.05 D:dS -1.4 •1.4 D.18 0.18 50 154 133 173 119 103 65 •395 0.01 1.09 127 55 152 131- 122 118 102 94 -39,5 0.83 1.11 129 1 .I 0.85 D.85 4.4 4,4 0.15 ane 60 150 130 121 118 '101 94 -39.5 0,85 1.13 1.31 100 - - 124 110 - 96 85 -39.5 0.09 1,26 1.43 h>60 1 1 0,85 -1.8 0,18 Artisan® Lap Siding 518 7.25 ETBF 0.1001 knurled shank diamelerx 0.313' HD x 1,5" long 1 Blind nail 2X420ga. Metal (33mil) 24 0-15 176 160 145 136 124 112 .44.0 0.7 0.85 1.03 M110 1 0.85 1 -1.4 1 0.18 20 176 155 142" 126 120 110 .442 " 0.7 0.9 1.0a 1 1 0.65 0.85 -1.4. 4A 0,18 0.18 25 176 . 152 139 136 118 106 -44.8 0.7 0.04 1.12 30 176 149 137 136 115 106 -44.8 0.7 0.08 1.15 1 1 0.05 O.as -1.4 -1.4 0.18 0.18 35 172 147 135 134 114 105 44.a 0.73 1.01 1.19 4D 169 145 133 131 112 103 .44A 0.76 1.04 1.22 1 1 0.85 7.85 -1.4 -1.a Mill 11.18 45 166 143 132" 1 129 111 102 -44.6 0.765 1,005 1,245 60 184 141 131 127 109 101 -44.0 0.81 1 1.09 1 127 1 f 0.85 0 85 -1.4 .1.4 D,ta 0,18 55 162 140 130 125 108 101 -44,6 0.83 1.11 120 60 160 139 129 124 107 100 -44.8 0.65 1.13 1.31 1 M 4A 0.18 100 132 117 110 102 91 85 -44,8 0,99 1.26 t.43 h>60 1 0.85 2.8 0.18 Artisan® Lap Siding 5/8 5:25 ETBF 0.100" knurled shank diameter 0.313° HD X 1.5" long' Blind nail 2X420ga. Metal (33mil) 24 0-15 209 190 173- 162 147 134 -63.3 e7 0.85 1.03 h560 1 0.85 .1.4 0.18 20 209 185 169 102 143 131 -83.3 0.7 0.9 1.08 1 '1 0.85 0.85 -1.4 -1.4 0.18 0.15 25 209 1B7 166 162 140 128 .03.3. 0.7 0.04 1.12 .30 209 177 .163 162 137 126 -63.3 02 0.08 1.10 1 t D.85 0.85 -1.4 4.4 .0.15 0.18 25 205 174 161 159 135 124 .63.3 1 0.73 1.01 1.18 40 201 172 159 156 133 123 463.3 0.70 1.04 1,22 1 1 0.85 0,85 -1.4 -lA 0.18 0.13 45 198 170 157 153 131 122 .63.3 0.785. LOBS 1245 60 195 168 155 151 - 130 120 -63.3 0.81 1.09 1.27 1 1 0.85 D.es -1.4 -1.4 0.18 0,t13 55 192 166 154 149 129 119 -63.3 0.83 1.11 1.29 60 190 165 153 147 128 119 -63,3 0.85 1.13 1.31 1 0.85 •1A 0.18 100 1 157- 139 131 122 108 101 -63.3 0.99 1.26 1.43 h160 1 0.85 -1,8 0.18 Artisan® Lap Siding 518 825 Blind: 8d ring shank box nail 0.113" X 0.260" X Face: 16 ga, finish nail0.0625" x25' Blind + (ace nail 2X4 Wood SPF 16 0-15 1 235 214 194 182 1B5 150 .80.0 03 0.85 1.03 hs6o 1 0.85 -1.4 0.1a 20 � 235 1 209 189 182 161 147 -80.0 07 0.9 1 1.08 1 t 0.85 0.85 -1.4 •1.4 0.18 0.18 25 235 203• 186 182 157 144 -80.0. 1 0.7 0.04 1.12 30 235 199 183 182 1 154 1 142 .80.0 0.7 0.08 1.16 1 1 0.85 0.85 -1.4 -1.4 0.15 0.10 35 230 196 181 179 152 140 -80.0 0.73 1.01 1.19 -40 220' 193 178 175 150 138 •80.0 0.78 1.04 1.22 1 ass -1.4 0.18 45 222 191 176 172 148 137 -80.0 0,795 1.005 1245 1 1 0.85 8.65 -1A -1.4 O.tB 0.18 50 219 189 176 169 146 135 -80.0 0.81 1.09 1.27 55 216 187 173 167 145 134 so.o 0.83 1.111 128 f f 1 0.85 0.65 -f.a •1.4 0.18 0.18 60 _ 214 185 172 165 143 133 •80.0 0.85 1 1.13 1,31 100 177 157 147 137 121 114 -00.0 0,99 1.26 1.43 h>80 1 0.65 -1.8, 0.18 Artisan® Lap Siding 518 7.25 Blind: 8d ring shank box nall 0.113"X 0,260" X 2,375" finish 2.5" Blind + face nail 2X4 Wood SPF 1B 0-15 241 219 199 187 170 154 -84.0 01 0.85 1.03 h580 s- 1 0.65 -1.4 0.16 20 241 213 194 1 187 165 150 - -84.0 0.7 0.9 1,08 1 0.85 -1.4' DAG 25 241 208 101 187 161 148 •84.0 0.7 0.94 112 1 1 0.05 0.85 -1.4 •1.4F0.1 30 241 204 187 187 158 145 -84.0 0.7 0.98 f.18 35 236 201 185 183 156 143 -84.0 0.73 1.01 1.19 1 1 o.e5 04S -1.4 •1.4 40 231 198 183 179 153- 142 •84.0' 0.70 1,04 122 45 226 196 181 176 151 140 -84.0. 0.785 1.Da5 1245 1 t 0.85 .oss .1.4Face:16 -1Agil 5p 22A 193 179 174 150 139 aa.D O.ef t.D9 127 55 221 102 178 172 148 138 -D4.0 0.83 i-11 1 085 0.85 -lAnail0.0625" -1.4x 176 17D 147 137 -84.0 Ores ,1. 100 181 161 151 140 124 117 4K.D 9 f es -1.e a STATE44 110 ILD I. OGAWAASSOCIATES, INC. aS ALGONQUIN STREET 11443 VTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2705-17 JAMES HARD ( BUILDING PRODUCTS, INC. 1-888.542-73 Info@amesh le.com 20151B , 201T FBC 201518C, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, 11W1'�, ep Veo1 , (3second ,gust mph) (3-second gust mph) Applienbla to methods specified In (2015 IEG. 2017 APPIWole to melhads FBc( Section 16091.1, as specified in Exceptions 1 determined by Figures through 3 of(2015180, 2017 1609.3(t). 1609.3(2), or FBCi Section 1609,1.1. 1609.3(3) coefficients used for calculations Width Fastener Fastener (Inches) Type Spacing Stud Frame Type Spacing Building H(feat) Wrid expo Category B C D Wind exposure B categoryK: C D Allowablo De (PSF))aad 1_w 8 Exp C Em D K. K, I GC, GC„ Product Prod T (inch Siding 51 5.25 Blind 8d ring shank bgshan boon il 0.111YAnisan60Lap 0.280"X 2.375" Face:16 ga. finish nail0.0626' x2.5" Blind+ face nail 2X4 Wood SPF 16 045 2G3 239 217 204 885 168 •100.0 0.7 0.85 1.03 hS60 s 1 0.65 o.e5 .1.4 -1.4 0.1e 0,18 20 263 232 212 204 180 164 -100.0 0.7 09 1.05 t t 0,85 '0.85 •1.4 •1:4 0,18 0.18 25 263 227 208 204 176 161 -100.0 B 0.94 Lt2 30 263 222 204 204 172 158 • IOU 0 0.7 0.93 I.IO 35 258 219 202 200 170 156 -100.0 0.73 1.01 1,19 I 1 0,85 0.H5 -1,4 -1A 9.1e 0.18 40 253 2t6 199 19G 167 154 tao.o a.76 L04 172 A5 Y49 213 197 192 165 553 -t00.0 0.785 1,065 1245 t 1 O.BS 0.95 •1,4 -1.4 0.1H 0.18 50 245 211 195 189 163 151 -100.0 0.81 1.09 L27 55 242 209 194 187 162 150 -100.0 C.93 1,11 1.29 1 1 0,55 0.85 -1.4 -1.4 0.18 0.18 60 239 207 192 165 160 149 -100.0 o.BS 1.13 1,31 100 198 175 164 153 136 127 -100.0 0.99 126 1.43 tPeo 1 085 -1a 0.18 ArtlsanG Lap Siding 5/ 825 Blind: 8d siding nail 0,092" X i 0.225" X 25" Face: 16 ga. finish nail0.0625" x 2.5" Blind + face nail 2X4 Wood SPF 16 0-15 180 163 148 139 126 115 -463 0,7 0.95 1,03 hS60 1 1 0,05 0.85 -Ld •1.4 CAR. o,18 20 180 159 145 139 123 112 -40.7 0.7 0.0 1.08 25 180 155 142 139 120 110 -4e.7 0.7 0.94 1.12 1 t 0,05 0,65 -1.a -L4 0,18 OA8 30 180 152 140 139 118 168 461 0.7 0.08 1-18 35 176 150 138 126 116 107 -a03 0.73 1.01 1.19 1 1 0.65 0.05 -f.4 -1.4 O.iH 0.1e 40 173 148 136 134 114 106 a8.7 0.78 1.04 1.22 45 1-10 146 135 132 113 104 a8.7 0.765 1.065 1.245 1 1 0.85 0.85 -1.4 .1.4 0.15 o,1e 50 167 144 134 129 112 103 -487 0.81 1.09 1,27 55 165 143 132 128 111 103 46.7 0.83 t,ti 1.22 1 1 0.85 O.HS -t.a •1.4 0.fa 0.16 60 163 142 131 126 110 102 -46 7 0,05 1.13 1,31 100 135 120 112 105 83 87 467 O.99 1.26 1,43 h>60 1 0.85 -1,8 0.18 _nrtisax° _aoe� -2'S� I. 3. _ -.a^--•-< Blind: 8d siding nail r0092=X �° 22 •�- race. t6 gd-flll(Sh"� nail 0.0626' x2.5" � Blind + � .. face nail- , _( -'"�'-•�- zXt wood SPF-- --�- 16,1- �' j .t 4 ""-�� 0.15 201 183 166 156 141 129 -595 0.7 0.85 1.03 h580 1 1 0.65 0.85 -1.4 -1.4 0.18 0.18 20 201 178 162 156 137 126 -5as 0.7 09 Lob 25 201 174 15fl 156 135 123 •58,5 oA 0.94 t.12 1 t 0.85 0.85 -1.4 -t.a 0.18 0-18, 30 201 170 159 156 132 121 -58.5 0.7 0.08 L1s 35 i 197 168 154 153 130 120 -58.5 0.73 1 01 1.19 1 1 0.85 0 e5 -1.4 •1.4 0-18 0,18' 40 103 165 152 150 128 118 -50.5 0.Te 1.04 122 45 190 163 151 147 126 117 -585 0,765 1.085 1,245 1 1 0.45 o.BS .1.4 -1.a 0.1B o.16 50 1B7 161 149 145 125 116 -58.5 0.81 109 127 t 1 085 0.85 •1.4 -1.4 0.18 o.tb, 55 185 160 148 143 124 115 -58.5 0.83 1.11 1.29 60 183 158 147 141 123 114 •585 OAS 1.13 t.s1 100 151 134 126 117 104 97 -58.5 0.09 Us 1,43 h>60 1 0.85 •1.8 0.18 0-15 203 239 217 204 185 168 -100.0 0.7 0.85 1.03 WO 1 0.65 -IA 0.101 Blind: 8d 1 0,65 -1.4 0.18, 20 263 232 212 204 180 164 •100.0 0.7 0.9 1 as 25 263 227 208 204 176 161 •100.0 07 0.94 1-12 1 1 0 B5 0.65 -1.4 .1.4 0.18 0.18 siding nail 0.092" X 30 263 222 204 204 172 168 .100.0 0,7 090 1.16 35 258 219 202 200 170 156 -100.0 0.73 1,01 1.19 7 t 0 85 0.85 -1.4 -1.4 O.7B 0.18 Artlsa t® Lap Siding 8 525 0.225" X 2 5" Face: 16 ga, finish nail0.0625" x25" Blind + face nail 2X4 Wood SPF 16 40 253 216 199 196 167 154 -100 0 0.78 1.04 1.22 45 249 213 197 192 165 153 •100.0 0.785 1.065 1245 1 1 995 0.85 •1A -1.4 0.18 0.18 5o 245 211 195 189 163 151 -100.0 0.81 1�09 127 55 242 209 194 187 162 750 aa0.o o.ea 1 t 9.as o95 -ta •1.4 o.1a O.fg 60 239 207 tfl2 185 160 t4fl •100.0 0.65 too 198 175 164 153 136 127 -100.a 099 h�Ha 1 085, -1.a 0.18 I. zscrews snae ponotr 0 mo morn framing aucast mree. mu utreaus- 2. Knurled shank pins all penetrate the metal framing at least 114 inch. 3. Building height = can roof height (in feet) of a building, except that eave height shall be used for roof angle O lass than or equal to 10" (2-12 roof slope). 4. V,,,= ultimate desig wind speed 5. V� = nominal desig wind speed 6. Linear Interpolation f building height (5 60 8) and wind speed is permitted. 7. Wind speed design assumptions per Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: K„=1, K,=0.85, GCo -1.4 (NOO), GCo -1.8 (iu60), GC„--0,18, + fQ f f fJ9JJi/,��d9 LIMITATIONS OIF USE: In High Velocity Hugf ane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 a��4 Era• c /.'�� " 1 a - -U '• S A i , `'y`f%iOJJJJ�f�