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HomeMy WebLinkAboutPRODUCT APPROVAL PANELS-SIDINGFlorida Building Code Online https://www.tloridabuilding.org/pr/pr app_4tl.aspx?param=vGEVXQwtDquJEQf8P6a6FBHm... BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I 'Con tact ,Us I BCIS Site Map 'I Links I Search Florida. Product Approval r � .USER: Public User 0 V4 nAiol Product Approval Menu > Product or Application Search > Application List > Application Detail L # FL12098-R5 ,pplication Type Revision :ode Version 2014 ,pplication Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. :omments Lrchived Iroduct Manufacturer Nichiha USA, Inc. address/Phone/Email 3150 Avondale Mill Road Macon, GA 31216 (770)805-9466 Ext1021 dhohenstern@nichiha.com authorized Signature David Hohenstern dhohenstern@nichiha.com echnical Representative David Hohenstern kddress/Phone/Email 6455 East Johns Crossing Suite 250 Johns Creek, GA 30097 (770)805-9466 dhohenstern@nichiha.com 1 of.4 9/4/2018, 6:48 PM Florida Buijding Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgidEORP6a6FBHm... Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code David Hohenstern 6465 East Johns Crossing Suite 250 JOHNS CREEK, GA 30097 (770)805-9466 Ext1021 dhohenstern@nichiha.com Panel Walls Siding Evaluation Report from a Product Evaluation Entity Intertek Testing Services NA, Inc. Intertek Testing Services NA, Inc. 12/31/2020 Intertek Testing Services NA, Inc. Year ASCE 7 2010 ASTM C1186 2008 ASTM E136 2009 ASTM E330 2002 ASTM E84 2009 2 of 4 9/4/2018, 6:48 PM Florida Building Code Online https://www.tioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJEQfBP6 a6FBHm... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option C 08/17/2017 08/17/2017 08/22/2017 12/04/2017 FL # Model, Number or Name Description 12098.1 NichiBoard Plank Lap siding boards in widths from 5-1/4" up to 12"; all boards are 12 feet in length and 5/16" in thickness. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12098 R5 II CCRR-0258.pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL12098 R5 AE CCRR-0258.pdf 12098.2 NichiPanel Panels are available in 4-foot widths and 3 lengths: 8', 10', and 12'. All panels. are 5/16" thick. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12098 R5 II CCRR-0258.pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL12098 R5 AE CCRR-0258.pdf 12098.3 NichiShake Primed cedar shake panels available in widths from 6-/14" up to 12"; all boards are 18" in height. Limits of Use Installation Instructions Approved for use in HVHZ: No F1-12098 R5 II CCRR-0258.pdf Approved for use outside HVHZ: Yes Verified By: Intertek Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL12098 R5 AE CCRR-0258.pdf 12098.4 NichiStaggered / NichiStraight 16" wide by 4' long panels designed to look like individual cedar 3 of 4 9/4/2018, 6:48 PM 'loridaBuilding Code Online https://www.Roridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDquJEQf8P6a6FBHm... shake. The panels are 5/16" thick. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12098 R5 II CCRR-0258.pdf Approved for use outside HVHZ: Yes Verified By: Intertek.Testing Services NA, Inc. Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: FL12098 R5 AE CCRR-0258.Ddf Nez„ 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. :1: 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.i395. *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: Crodit.Card Sgife Security"'1 L--TRICS- 4 of 4 9/4/2018, 6:48 PM William R. Heiden III, P.E. i I Nichiha USA, Inc. NichiPanel (Primed Cedar) NichiBoard (Smooth, Primed Cedar, & EcoPlank) NichiShake (Pruned Cedar) NichiSoffit (Smooth & Primed Cedar) NichiStraight & NichiStaggered (Cedar Siding) Product Evaluation Report Structural Performance of Nichiha USA -Products Mechanically Fastened to Lumber Framing Structural Performance of Nichiha USA Products Mechanically Fastened to Steel Framing Physical Properties:of Nichiha USA Products Fire Resistance of Nichiha USA Products Surface Burning Characteristics of Nichiha USA Products Non -Combustibility Characteristics of Nichiha USA Products MchiStraight & NichiStaggered- Siding --Fastening Direct to Concrete :Block Applicable Codes & Standards 2014 Florida Building Code (FBC) American: Society of Civil.Engineers 7-10 (ASCE 7-10) Florida Department of Business & Professional Regulation - Rule 61G20-3 Product Evaluator; William R. Heiden II.I,.P.E. Engineering - Inspection - Plan Review 15401 N.500 E Macy, IN 46951 Phone - (574) 527-3717 WRH Project No. 2014-08-026 I d fr ; No. 58523 * Jul STATE OFORID 1111 I September 7, 2015 ;1 THIS REPORT CONTAINS 21 PAGES, INCLUDING THIS COVERAND TABLE OF CONTENTS. ANY ADDITIONS TO; ALTERATIONS OF, OR UNAUTHORIZED USE OF EXCERPTS FROM THIS REPORT ARE EXPRESSLY FORBIDDEN. Table of Contents Description Mfg. & Test Agency info., Objective, Statement of Compliance & Applicable ASTINI Tests Product(s) Evaluated & Referenced Test Reports Table -1. Summary -of Test Results for ASTM E330 Table 2. (A-G) Basic Wind Speeds (3-sec gust) based on ASTM E330 Testing Table 3. Evaluation Results of Physical Property Tests (ASTM C1186-07) Table 4. Evaluation Results of Flame Spread Tests (ASTM E84-08) Table 5. Evaluation Results of Fire Tests (ASTM El19-08a) Table 6. Evaluation Results of Impact& Cyclic Wind Load Tests (TAS 201=94 & TAS 203-94) Table 7. Summary of Transverse Load Test Results for ICC-ES AC90 Table 8. Summary of Racking Load Test Results for ICC-ES AC90 Table 9.'(A & B) Basic Wind Speeds (3-sec gust) based on ICC-ES AC90 Testing Table 10. (A - C) NichiStraight & NichiStaggered Direct to Block Fastener Spacing Table 11. Calculation of Wind Pressure Coefficients per ASCE 7-10 (C&C Method 1) Limitations of Use .I Pages II I 1 I� �I 2-3 I� 4 5-11 12 I i� 13 I 13 13 14 14 15 - 16 17 - 18 19 fl I \♦�♦��PMIR � �yE/ F�i�i I No. 58523AQ Ixt ' STATE OF f=` 0/NA 110\� September 7, 2015 11 11 THIS REPORT CONTAINS 21 PAGES, INCLUDING THIS COVER AND TABLE OF CONTENTS. ANY ADDITIONS TO, l ALTERATIONS OF, OR UNAUTHORIZED USE OF EXCERPTS FROM THIS.REPORT ARE EXPRESSLY: FORBIDDEN.. 'I I Page 1 of 19.' Product Evaluated NichiPanel (Printed Cedar) NichiBoard.(Smooth, Primed Cedar, & EcoPlank) NichiShake (Primed Cedar) ' NichiSof6t (Smooth & Primed Cedar) NichiStraight & NichiStaggered Siding.(Cedar), Manufacturer Location: Testing Organization: Nichiha USA, Inc. Progressive Engineering,' Inc. (Pet) 6465 E. Johns Crossing 58640 State Rd.15 i Suite 250 Goshen, IN46528 II Johns Creek, GA 30097 Testing Organization: Intertek Testing Service NA, Ltd. 11 1500 Brigantine Drive Coquitlam, BC V31C7CI !I Evaluation Objective: Determination & publication of maximum applicable wind speed:(3-sec gust) for Nichiha USA products.based on testing of various ,framing systems. Determination & publication of maximum physical: properties, fire ! resistance, surface burning characteristics and non -combustibility characteristics for Nichiha USA products based on testing of various framing systems. Verification that material conforms to applicable Florida Building Code testing requirements. I� Statement of Compliance: This product evaluation is beingissued per Rule Chapter 61G20-3 section 61G20-3.0.05 of the Florida Department of Business & Professional Regulation. As the product evaluator, the undersigned certifies that the productis in -compliance with the requirements of the 2014 Florida Building Code. Applicable Tests: ASTM E330 Standard test method for the structural performance of exterior windows, doors, skylights and curtain halls by uniform static air pressure difference. TAS 201-94 Impact Test Procedures TAS 203-94 Criteria for Testing Products Subject to Cyclic Wind Pressure Loading ij ICC-ES AC 90 Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding ASTM E72-05 Standards Test Methods of Conducting Strength Tests of Panels for=Building Construction ASTM E119-OSa als Standard Test Methods for Fire Tests of Building Construction & Mate11. ASTIb1 E84-08 Standard Test Method for Surface Burning Characteristics ASTM E136-04 I Standard Test Method for Behavior of Materials .in a Vertical Tube Furnace at 750°C Installation Instructions I Refer to "Nichiproducts Installation Guidelines", Nichiha USA, Inc., pages 1-23, Printed in USA, 05/12 I� I W.R. Heiden III, P.E. Engineering - Inspccdon - Plan Review 15401 N 500 F. - Macy, IN 46951 (547) 527-3717 wrheiden@hounail.com I Product Evaluated NichiPanel -(Primed Cedar.) NichiBoard (Smooth, Primed Cedar, & EcoPlank) NichiShake (Primed Cedar) NichiSoffit (Smooth R PrimedCedar) NichiStraight & NichiStaggered Siding (Cedar) Referenced Test Reports °I Page 2 of 19 i I �I 1) Progressive Engineering, Inc. Report.#2003-773(A) - Negative Wind Load Test (ASTM E330) 5/16"x48%96" NichiPanel (Primed Cedar) Vertical on 16" o.c. Lumber.Framing using 2" 6d Siding Nails, 6"x12" o.c. 2) Progressive Engineering, Inc. Report #2003-773(B) - Negative Wind Load Test (ASTM-E330) 5/16N7.25" NichiBoard (Primed Cedar) on 16" o.c. Lumber. Framing: using 2" 6d Siding Nails 3) Progressive Engineering, Inc. Report #2003-773(C) - Negative Wind Load Test (AST&1 E330) 5/16"x6.25" NichiBoard (Primed Cedar) on 16" ox. Lumber Framing using 1-3/4" Roofing Nails - Blind 4) Progressive Engineering, Inc. Report #2003-773(D) - Negative Wind Load:Test (AMI E330) 5/16"x48''x96" NichiPanel. (Primed Cedar) Vertical on 16" o.c. Lumber Framing using Grabber #8xl-5/8" Screws, 6"xl2" o.c. 5) Progressive'Engincering, Inc. Report #2003-773(E) - Negative Wind Load Test (ASTM E330). 5/16"x48"x96" NichiPanel (Primed Cedar) Vertical on 24" o.c. Lumber -Framing using Grabber #8x1=5/8" Screws, 4"x4" O.C. 6) Progressive Engineering, Inc. Report #2003-773(F) - Negative Wind Load Test (ASTM E330) 5/10x8.25" NichiBoard (Smooth) on 16" o.c. Lumber Framing using 1 3/4" Roofing Nail's - Blind 7) Progressive Engineering, Inc. Report #2003=773(G) - Negative Wind Load Test (ASTM E330) 5/16"x48"06" NichiPancl-(Primed Cedar) Vertical on 16" o.c: Steel Framing using 1-1/2" VersaPins?", 8'.'x8" ox. 8) Progressive Engineering, Inc. Report #2003-773(H) - Negative Wind Loa&Test (ASTM E330) 5/16"x48%96" NichiPanel (Primed Cedar) Vertical on 16" o.c. Lumber Framing using 2-1/2" 8d Siding Nails, 8"x8" o.c. 9) Progressive Engineering, Inc. Report #2003-773(I) - Negative Wind Load Test (ASTM E330) 5/16"x7.25" NichiBoard (Smooth) on 161' o.c. Lumber Framing using 2" '6d Siding Nails - Blind 10) Progressive Engineering, Inc. Report #2003-7730) - Negative Wind Load Test (ASUM E330) 5/16"x7.25" NichiBoard (Smooth) on 16" o.c. Lumber Framing. using 1-3/4":Roofing Nails. -.Blind l 1) Progressive:Engineering;'Inc. Report #2003-773(K); Negative Wind Load Test (ASTM E330) 5/16"x7.25" NichiBoard .(Smooth) on 24" o.c. Lumber Framing,using 1-3/4" Roofing Nails - Blind 12) Progressive Engineering, Inc. Report #2003-773(L). - Negative Wind Load Test (ASTM E330)- 5/16"x7.25" NichiBoard (Smooth) on 24" o.c. Steel Framing using 1-1 /2"VersaPinTs'-Blind 13) Progressive Engineering, Inc. Report #2003-773(bl) - Negative Wind Load Test (ASTil1 E330) 5/16"x7.25" NichiBoard (Smooth) on 16" o.c. Steel Framing using 1-1/2"VersaPinT"t - Blind 14) Progressive Engineering; Inc. Report:#2003-773(N) - Negative Wind Load Test-(ASTM E330) 5/16"xl2"NichiBoard (Primed Cedar) on 24" o.c. Lumber Framing using T' 6d Siding Nails - 15) Progressive_Engineering, Inc. Report#2003-773(0) -.Negative Wind Load Test (ASTMM E330) 5/16"x7.25" NichiBoard (Smooth) on 16" o.c. Steel Framing using 1-1/2" VersaPinT" 10) Progressive Engineering, Inc. Report #2003-77:3(P) - Negative Wind Load; Test (ASTM E330) 5/16"x48"x96' NichiPanel (Smooth) Vertical on 24" ox. Lumber Framing using 2" 6d Siding Nails, 6"x12" o.c. 17) Progressive Engineering, Inc. Report #2003-773(Q) —Negative Wind Load Test (ASTM'E330) 5/16"x4V-06" NichiPanel(Smooth) Vertical on 24"-o.c. Steel Framingusing'1-3/8" VersaPinr", 4"x4"o.c. -18) Progressive -Engineering, Inc. Report #2003-773(R) - Negative Wind Load Test (ASTM E330) 5/16"x4V,06" NichiPanel (Smooth) Vertical on 16"-o.c. Steel Framing using Grabber #8x'1=5/8" Screws,.6"x12" o.c. 19) Progressive Engineering, Inc. Report #2003-773(S) - Negative -Wind Load.Test (ASTM E330) 5/16"•x8.25" NichiBoard (Primed Cedar) on 16" o.c. Lumber Framing, using 2-1/2" 6d Siding Nails W.R. Heiden III, P.E. Engineering - Inspection - Plan -Review 15401 N 500 E - D1acv, N 46951 (547) 527-3717 tivrheiden@hotmail.com Referenced Test Reports (continued) 20) Intertek Testing Services NA, Ltd. -Report #3145127COQ-004B Impact Test Procedures (TAS 201-94) 5/10x12" NichiBoard (EcoPlank) on 16" o.c. Lumber Framing using 3" Wood Screws, 4"x4" o.c. 21) Intertek Testing Services NA, Ltd. Report.#3:145127COQ-004B Criteria for Tcsting.Products Subject to Cyclic Wind Pressure Loading (TAS 203-94) 22) Intertek Testing Services NA, Ltd. Report #3145128COQ-01 1 Acceptance Criteria for Fiber Cement Siding Use as Exterior Wall Siding (ICC-ES AC 90) 5/16"x12".NichiBoard on 24" o.c. Lumber Framing using 2" 6d Common Nails, Face Nailed (1) per stud 5/16"x12" NichiBoard on 24" o.c. Steel Framing using 1-5/8" Sclf-Tapping Screws, Faced Screwed.(1) per stud 5/16"x48"x96" NichiPanel on 16'.' o.c. Lumber: Framing-& 7/16" OSB using 2" 6d Common Nails-, 4."x4" O.C. 5/16N48"x%' NichiPanel on 24" o.c. Lumber Framing using 2" 6d.Common Nails, 6"x12" o.c. 5/16"x48"x96" NichiPanel on-24" o.c. Stec],Framing using 1-5/8" Self -Tapping Screws, 6"x12" o.c. 5/16"x(6-1/4",8-1 /4",12")x18" NichiShake on 24" o.c. Lumber Framing & 7/16 OSB using 2`68 Common Nails, Blind 5/16"xl2".NichiBoard on 24" o.c. Lumber Framing. using 2" 6d Common Nails, Face Nailed (3) per stud 5/16"xl2" NichiBoard on 24" o.c. Steel Framing using 1-5/8" Self -Tapping Screws, Faced Screwed (1) per stud S/ 16"x48"x96" NichiPanel on 24" o.c. Lumber Framing using 2" 6d Common Nails, VX12" o.c. 5/16"x48"x96° NichiPanel on 24" o.c. Steel Framing 1-5/8" SeIE Tapping Screws, 6"xl2" o.c. 23) Intertek Testing Services NA, Ltd. Report #3145123COQ-005 Standard Specification for Flat Non -Asbestos Fiber Cement Sheets (ASTbI C1186-07) 5/16" NichiBoard, 1/4" & 5/16" NichiShiake, 5/16" NichiPanel & 1/4" NichiSoffit 24) Intertek Testing Services NA, Ltd.'Report #3145128COQ-001 Standard Test Methods for: Fire Tests of Building Construction &Materials (ASTM E119-08a) 5/16"x48"x96" NichiPanel on 24 o.c. Steel Framing - Non -load bearing, fire exposed side 5/16"x48"x96" NichiPanel on 24" o.c. Steel Framing - Non -load bcaring,.unexposed side 5/16"x489x96 NichiPanel on 24" o.c. Steel Framing - Non -load bearing, fire exposed side (1 /2 hour duration) 5/16"x48"x96' NichiPanel on 16" o.c. Lumber Framing - Load bearing, fire exposed side 5/16"x48"06" Nicl0anelon lb" o.c. Lumber Framing - Load bearing, unexposed side 5/16"x48"x96" NichiBoard (EcoPlank) on 24" o:c. Steel Framing - Non -load bearing, fire exposed side 5/16"x48"x96" NichiBoard (EcoPlank) on 24" o.c. Steel Framing - Non -load bearing, unexposed side 5/16"x48"x96" NichiBoard (EcoPlank) on '16" o:c. Lumber Framing - Load bearing, fireexposed side 5/ 16"x48%96" NicWBoard (EcoPlank) on.16" o.c. Lumber Framing - Load bearing, unexposed side 25) Intertek Testing Services NA, Ltd. Report #3145123COQ-006 Standard Test Method for Surface Burning Characteristics-of..tlaterials (ASTM E84-08) 20) Progressive Engineering, Inc. Report. #2011-0311-(A) - Negative Wind Load Test (ASTMM E330) I� I� Page 3 of 10, fl J 11 5/16" N licliiStraight/NichStaggered Shingle Siding on 24" o.c.-Lumber Framing on OSB uing 2" 6d Siding Nails, 6"xl2" b.c. 27) Progressive.Engineering, Inc. Report#2011-0311(B) - Negative -Wind Load Test-(ASTM E330) 5/16" NichiStraight/NichStaggered Shingle.Siding Fastened Direct to 16" o.c. Lumber Framing uing 2" 6d Siding Nails, 6"x12" o.c. 28) Progressive Engineering, Inc. -Report #2011-0311.(C) - Negative Wind Load Tcst (ASTM E330) f 5/16" NichiStraight/NichStaggered Shingle Siding on 24" -o.c. Lumber Framing on OSB uing 2" 6d Ring Shank Siding Nails,.6"x12" o.c: 29) Progressive Engineering, Inc. Report #2011-:0311(D) - Negative Wind Load Test (ASTi12 E330) I+ 5/16" NichiStraight/NichStaggercd Shingle Siding on 24" o.c. Stcel Framing uing 1-5/8" long #8-18" Wafer I -lead Screws,12" o.c. 30) A Test Report #E5268.01=550-44: ASTlVI E330-02 Wind Pressure Test of 7=114" NichiBoard Fiber Cement Lap Siding Installed Over Lumber .Framing and 7/16" OSB with 1-3/4" Hot Dipped "bSAZE" Nails at the Studs --Dated: 6/22/2015 II� 31) A Test. Report #E7203.01-550-44: ASTM E330=02 Wind Pressure. Test of 8 1 /4" NichiBoard Fiber Cement Lap Siding Installed Over Lumb�cr Framing and 7/16" OSB with 1-3/4" Hot Dipped "MAZE" Nails at the Studs - Dated: 7/8/2015 it W.R. Heiden III P.E. Engineering - Inspection - Plan Review 15401 N 500 E - Macy, IN 46951 (547) 527-3717 tivrbciden@botmail.com Table 1. Test Results - ASTM E330 Page 4 of 19 PRfltlllt'-T I7VAI-I IATFn FASTENERS FRA'MINr. I Testing. l ! Thk. Length Width 1 Length Spacing Spacing g Wood Wood St., Steel Avg' Tensile Avg' Ultimate ` Allowable field Report Type Finish. Type i Type a Stud Thk. I Load" Agency ,i (in.) g (in.) (in.) (in.) F p(C) - (in.) Size s Grade Style (min-) Strength Load ) (PSG (PS-) Primed g - ! G" ii:e. .. . . 2009-773 (.A) PL'I NichiPand Cedar 5/16 96" 48" Gd Siding Nails 2" g 12" o.e. Lumber 1G" o. , 2x6 #2 SPF - -- -- 573 19.1 . l . Primed ' . .. 6d Nails : Face : " 92 :229.0 .. 2009-773.(B) : • g PEI NichiBoard „ ... • • Cedar 5/16" 49.5• .. • 7.25" .. .. Siding 2" IG" O.C. ' Lumb'ci -.16" o.c. 2x4 DV' - -- -- 76.3 2009-773(C) PEI NichiBoard Primed 5/16" 49.5• C2i" Rooting Ni 1-3/4" Blind [umber 16"o.c 2xG #2SPF - -- - 112.2 37.4 Cedar I 2009-773 (D) . .. PEI NichiPand Printed - • • 5/16-. 96" 48" . #S Grabber Screws 1-5/8" . :.6" oe 'o Ltmtixr .. 16". o.G . .. € ::2sG; 2 #2 SPF .. .. . . It :: 37.2 -daiCL ... .. 12".e. 2009-773(F) PEI NichiPanel e rime 5/I6" 96" 48" #8 Grabber Screws 1-5/8" t ; Blind Lumber 24"o.e 2y6 #2 SPF -- -- -- 181.0 s 60.3 Ceda 2009-773(F) l PEI, : Niehilloard g Smouih 1 5/16" 49.5 8.25" ,Roofing Nails I-3/4" 1. g •Bliml Lumber 16"o.c LA: � #2 SPF -- -- g -- V.3 � � '15.8 g' printed 8" O.C. 1 2009.773 (G) PEI Nichil`,md Cedar 4¢ 5/ 16" 96" 48" Vetsapihs 1-1/2" 8" o.c Steel 16" o.c -- -- CSJ 20 ga. 53.7 ksi pe 81.8 -9.3 - 1 2009-773' H (H) PEI NichiPahel � :Primed ! a /16" 96"' 48" : 8d Siding Nail's g, 2-1/2 " 8" o.e.. Lumbei .16" o.c 2z6 #2 SPF � -- -- 1, - 119.8 ! 39.9 .. 11 .Cedar.. FF . ... .. .g .. ... .... g•'o.e. . I.. - 11 - .:.. 2009-773 (I) g PEI Nitbilloard Smooth 5/16" 49.5 7.25" 6d Siding Nails 2" Blind Lumber 16" o.c. ggs 2x4 g #2 SPl' - -- -- 522 ¢ 17.4 ' 2009.773 0) PEI NichMe, aid . Smooth ¢ 5/16" '49.5 :7.?5", Roofing Nail : , 1-3/4" Blind ' Lumber ,16" o.e. 2e4 #2 SPF. -- -- -- , 65b 21.9 2009-773 N PEI NiehiB-d Smtwth 5/16" 495 7.25" Roofing Nails 1 3/4 Blind Lumber 24 lie 2,4 #2 SPF - -- 503 IG.8 2009-773 (L) PE?I ' i�ichiBoanl Smooth ° �. 5/16" 495 1 7.2�" r \ ersaPins i i f. • •Blind Steel 2 4 o c CS J 20 ( ... ga., 53.7ksi 240 .�. ° 8.f1 2009-773 (`9 f PEI Niclu Board Smomb 5/16" 49.5 7.25" Versapins 1-1/2- Blind Steel 16" o.e. -- -- CSJ 20 gt. ° 53.7 ksi 40.9 13.6 .. _009-773.(. PEI ' . NichrBoard Primed. g a/1G": " 4J'S 12" .. 6d Sitting Nails .. .. _ Face Lumber 24" ii.c: ' . 2�4 #2 Dlr 6.0 ' . .._3 Cedai 2009-773 (0) PEI NichiBoard S.-di � 5/16" 49.5 7.25" V-Pins 1-1/2" � Face Sta4 16" o.c. -- -- CSJ 20.ga. ! 53.7 ksi 236.0 78.7 •24" 7009-773: (P) ' i PEI NkhiPpriel , Smooth 5/16"9G'' i 48" Gd Sid-mgNtilc 2" 16 " o c• , l,umbeF o.c 2zG j ,t¢$ SP(': -- - i -- 40.G 13.5 i 2009-773 (( PEI Nichipancl Smourh 5/16" 96" 48" Versapins I-S/8" d" o.c Steel 24" o.e - -- CSJ 20 ga. 103.3 ksi 71.4 g 23.8 O .c a 9 ' .2009-773•(R} ... g' PEI NichiPanel Smooiki .. .. S/16" 96" 48" ... .. #SGralibcrScrews 1'S/8" :b"oc. Steel 16"ox -- ( -- CSJ .. 20gn: 53.7ksi t)7.0 323 2„ l oe 2009-773(5) PEI NichiBbi+id Primed 49.5" 6.25" 6dSiding Nails 2-1/2" Face Lumber IG"o.e 2y6 #2 SPF - -- -- I83.0 61.0 Cedar5/16" 201I-311 (il} i PEI-Cedar. Nichistiaight g S/1G" 48" 16" 6d Siding Nails 2" - Blind Lumber 24". o.e.. -.2x6. g #_ SPF ' - - ! -- 136.3 ' 414 \+dust.•iggered \fage:\fodel #CLHD-t I5 . .. , - 2011-311.(R) PEI 'ichistrai"ht a Cedar _ r o/IG' 48" tG" 6d Siding Nails g 2" Face Lumber 16"o.c. 1 2x6 #2 SPF - - -- 105.0 35.0 Nichtstagg rcd i Maze Model #CLHD-115 16' o.e. II ' 2011-311(C) PEI• Mchistraighr. .. .- . .Cedar, _ 0/!6" : . 48 . ...16.: 6d Ring -Shank Siding Nails .. r. _ Blind l.umbcr .:2�1" n.e 2�f 92 OF .. -. - • - 97.( 325 g' . , . :Nichistaggered ' " ' Nlaze'Alodd #CLCEt\ll 15A - 2011-31 ] (D} PEI Nichistraight Cedar 5/16" � 48.0 16 #$•18 \Wafer Head 7vi 1-5/8" Blind Steel 2 4" o.c 1 - - pmS'rUD 7 _0 Ga. IOl.4 ksi 993 33.1 Nichistaggered ROCK ON"' Screws 20 E7203.(11-550-44: i Inteack NiehiBoard. .' `` S 5/96" 96 :8.25" 6d Ring -Shark Sidling Nails' 1-3/4" Blind Ilunbcr 2z4 #2 SYP', - - it 1. .- .:IIQ_03 -\laze Model #CLCE\lI h 1.. .DoubleHUNIA%EAsphaltIntend, NiehiBoard 5/IG" 96.0 7.25" 1-3/4" Blind Lumber 1:::6",).e 6"o.e 2z4 t #2SYP -- -- -- 139.9 4G.6 FibctglassShingleNail Notes: I. Allowable Load = Avenge Ultimate Luad/3 (Factor of Szfery = 3) 2. Tie values are based on testing per AST\I E330, and represent dic capacity of the slicathing to resist flexural failure or fastener pull -through using a 3.0 safety factor, 3. Steel Framing listed above must meet the specifications for cold formed steel frani'vig - CFSF (sce note 7 on page 19 for C17SF minimmn specification). 4. Framing design &use of test data is the responsibility of rlie Designer of Record. _- Engineering - Inepcction - Plan Review 13401 N 500 E- M.ey, IN 46951 ( 47) 527-3717 w,hlid-@honnvl.com Page 5 of 19 Table 2(A). Maximum Basic Wind Speeds ASCE 7-10 Method 1 (see Sample Calculation, pg. 18) \iaximum Allow -able X\rind Sneed - 3-second Bust. Based on 2012 IBC & 2014 FBC Basic Wind Speed (MPH) Basic Wind Speed MPH FASTENERS FRAMING CAPACITY Wall -Zone 4 [ball Zone 5 Panel ' Spacing Allowable t Sheathing 1 Size & Type field type _Spacing Size Grade or Loads Building E B Ex 'C P' Ex D P° -E B 3 Ex C p' E D Panels Direction = Perim. (in.) = Gauge Ht. (ft) _' (PSF) s 0 -15 125 € 114 103 113' ® 102 93 a _ ? 20 125 :1i0 101 113 99 :9i i 9 i 25 125 108 = 29 113 97 89 NichiPanel ! 4'x8'x5/16" 9 2" 6d Siding Nails 6" o.c. Lumber _ 16" o.c. = 3 2x6 #2 SPF 19.1 30 • •' 125 - 1 106 " '_ 9.7 113 ;' • • 95 1 88 Primed Cedar . Vertical 12".o.c. i 35 123 € 104 96 110 i 94 SG s 40 120 103 - 95 108 "'1 92 88 s 3 - 45 119 10_2 _ 94 107 92 85 g s 50. 116 - 100 = _• 93 105 90: - 84 l 3 0-15 250 227 206 225 5 204 186 a ! 20 250 € ,221. 1 201 225' i 199 181 3 3 1 25 256 216 198 225 194 178 NichiBoard l 1 5/16"x7.25" 2" 6d Siding Nails 1 Face Lumber 16" o.c. i 2x4 #2 DF 76.3 30' -- 250 - - 212 ""194' -- - 225 -- - a' s ' 190.:' - - 175 Primed Cedar 9 t6" o.c. 1 1 35 245 208 192 221 188 173 3 24.0 205 190 ` 216; 1$5 171 . g g 45 237 i 203 188 213 ! 183 169 l i i a 50, 233 -201 ...'. ,. 186 .209. . 181 167 ;. I 0-15 175 a 159 144 158 ® 143' 130 a ! 20 i ':. .175 155 .. : . 141 .: 158 - 132 127 a e € 25 175 3 151 3 139 158 136 125 NichiBoard 5/16"x6.V' 1-3/T' Roofing Nails' Blind Lumber € 16" o.c. 1 2x6 = 3 #2 SPF 3?.4 30 175 ` : ' 5 ' t ;148 136 158 9 133 3 + -122 Primed Cedar s 35 172 146 134 154 s 131 121 9 i 40 t •168 144 - 133 • 151 129 119 45 160 1 142 1 132 149 128 118 a 50 163 140 130 126 l.. 117 :. a 8 a i s i 0 - 15 175 159 = 144 15 7 � '143 ' ; 130 ' 1 Q 20 .175 154 141 • : 157 139 _ 127 t t 1 25 175 1 . 151 , _ 3 138 157 136 124 NicbiPanel 1 4'x8'x5/ 16" 1-5/8" #8 Grabber 6" o.c. Lumber a 10" O.C.2x6 i g #2 SPF 37.2 30 1-7 148 - 136 157 133 122 . Primed Cedar Vertical Screws 3 12" ox. 35 171 � 146 134 154 ' 131 t 121 a 40 168 143 132 151 129, i 119 e 166 1 142 131 149 128 118 B 3 140 .. . . 130 " 146: • t . • 126 .. .. 117.. Notes: 1. Allowable Load = Average Ultimate Load/5 (Factor of Safety = 3) 2. The values are based on testing per AM E330, and. represent the capacity of the sheathing to resist flexural failure or fastener pull -through using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF.(see note 7 on pagrre 19 for CFSF minimum specification): 4: Framing design & use of test data. is the responsibility of the Designer of Record. W.R. Heiden III, P.E. neeting -Inspection - Plan -Review__ 15401 N 500 E -Macy, JI 146951 (547) 527-3717 Nvrheiden@hotmail.com Page 6 of 19 Table 2(B). Maximum Basic.Wind Speeds ASCE 7-10 Method 1 (see Sample Calculation, pg. 18) R4<,.4..., — All—,. hle \end Sneed - �3-cernnd tract Raced no 9019 TRC &- 2014 FRC Basic Wind S eed, MPH , Basic Wind S eed: H FASTENERS FRAMING CAPACITY WaH Zone 4. Wa71 Zone S E Panel ;Spacing ( Allowable ! Sheathing. ; Size & T e field. T e Spacing ; Size ! Grade or I Building Exp. B Esp. C Exp. D Exp: B Exp. C ' Exp. D Panels ' Perim. (in.) Gauge NSF) Ht. (Ft) Direction _ (in.) _ 1 ! ' 0-15 223 202 183 200 182 165 s 20 223 ' .196 _ 179 .200 .: 177 161 1 _ 25 223 192 176 200 173 158 NichiPanel ( 4'ti8'x5/16" 15/8" #8 Grabber ; Blind Lumber ' 24" o.c. ° 2.6 ! #2 SPF 60.3 30. .223 188 173 .: 200 169 ' 156 Primed Cedar i Vertical Screws ? € ! 35 218 s 185 _ 171 196 167 154 a ! 3 3 40 214 183 - 169 192 164 152 9 i s a 45 211 181 81 167 190 ¢ 163 ? 150 ; :50` ' 207 178 :' `_ 165 186 160 ! 149 t ' 0 - 15 114 ! 103 . 94 102 93 E 84 3 a s 20 114 i00 .. 92 " 102• • 3 90 -. . 3 ....82 s 25 114 a 98 g 90 102 88 81 NichiI3oard 1-3/4" Roofing Nails E Blind Lumber ! 16" 2x4 s #2 SPF 15.8 30. 114 96' = 88, 102 87 $0 Smooth 5/16"x8.25" o.c. ! 35 ill ! 95 87 100 85 79 3 1 .40': ' .109 1 93 • • - 8G • . 98 84::.. 78 ! 45 108 92 ! 85 97 83 77 3 50 106 • • 91 84 95 82 . •76 s e 1 0-15 155 141 1 128 139 c 127 3 115 155 137 1:. 125 t 139 .1n : 112 t gg e 25 155 134 123 1.39 120 110 NichiPanel a 4'x8'x5/16" , 1-1/2" \ ersaPins a 8" o.c. ! Steel 16" o.c. csJ 20ga- 29.3 :: 36 155 ::131 = 120 .130 118 108 ;. Primed Cedar Vertical t 8" o.c: a ! 35 152 1 129 119 137 116 i 107 i e a a 40. 149 127 117 .: 134 114 ' 106 1 ! 45 147 _ 126 116 132 1 113 1 105 _ ! e _ 50 144 .124 3. 115 130 112 ' 104:. 1 1 0 - 15 181 164 3 - 149 163 148 - 134 :20 181 1G0 "" 146 163 ''' 144. ? 131 25 181 156 3 143 163 a 141 a 129 NichiPanel i 4'x8'x5/16" 2-1/2" 8d Siding 1 8" o.c ! 'Lumber - 16" o.c. S 2x6 d ; #2 SPF 39.9 -30 '18.1 " s 153 ' 1 141 ' - 163:- ; 138 1 1 ' 127 Primed Cedar Vertical Nails l 8 O.C. : o 35 177 151 139 160 136 ; 125 a i 1 40 174 : ; ::149 _ 156.. a 134 .. 123 E 45 171 ... 147 . , .137. 1 136 154 ... .. 132 122 50;'. ::. ,168 145 . 1;' .134 151 '131::, .; 121 Notes., L Allo-,vable Load = Average Ultimate Load/3 (Factor of Safety = 3) 2. The values are based on testing per ASTM E330, and represent the capacity of the sheathing to resist flexural failure or fastener Pull -through using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19'for CFSF tninimum specification). 4. Framing design & use of test data is the responsibility of the Designer of Record. W.R. Heiden fit, P.E. En�.ineeting=•Inspection_,Plan Reyiew_ _ 15401 N 500 E - Mary, IN 46951- (547) 527-3717 ,%mheiden@hotniaii.com Page 7 of 19 Table2(C). Maximum Basic Wind Speeds ASCE 7-10 Method I (see Sample Calculation, pg. 18) Maximum Allowable I.Vind Sneed - 3-second lust. Based on 2012 IBC & 2014 FBC Basic Wind Speed (MPH) Basic Wind S eed.(MPH) lVa/1 Zone 4 Mall Zone 5 FASTENERS FRAMING CAPACITY i Panel Spacing f 1 Allowable a Sheathing ! Size & field Type i i Spacing Type Size Grade or t Load Building, Exp. B Exp. C Exp.. D Exp. B ! Exp. C i t Exp. D Panels $ Perim. = (in) Gauge Ht. (ft) Direction = _ (PSF) ! (in.) j - - - - 0 -15 119 108 = 99 108 98 89 1 ! _ 20 112 a 105 = 96 .108 .. 95 ' 87 3 25 119 103 _ 94 108 93 - 35 NichiBoard i 5/ 16"x7.25" 9 9 T (xi Siding Nails 9 Blind ! Lumber 16" o.c. i 2x4 i #2 SPF 17.4 30. 119 € 101 93 .' 108 i 91.' 84 Smooth 35 117 99 92 105 ; 90 82 9 - 9 3 , 40 115 ; 298 91 1U3 .. = 88 81 45 113 97 90 102 87 81 i s 1 :50 111 € 96 89- 100 SG.: a 80 0_15 134 ; 122 110 121 i 109 i 99 i i 3 '20 134 i• 118 ''_ 108 -1.21, ' 106 _ 97. a s 25 134 116 § , 106 121 ® 104 ! 95 NichiBoard 5/ l6"x725" _ Roofing Nailsg Blind 1-3/4" d Lumber O.C.x Lb16" 24 = #2 SPF 21.9�' 134 j 113 104, 121 102 , , 94' Smooch 35 131 112 103 118 100 92 s 40 > . 129 _ i 110 = 101 • 116 i • ' 99:: ! 91 ! ' ! ; 45 127 109 101 114 98 91 a a 50 125 107 99 112 97 90 a ' 0 -15 118 107 97 106 96 87 a a i 20 .. -118 104-- i. • 95 ' 106 . . 93:: ' _ 85 i s 25 118 101 _ 93 106 , 91 _ 84 NichiBoard t 5/16"x7.25" 1-3/4" Roofing Nails! Blind ! Lumber 24" o.e. ! 2.x4 #2 SPF 16.8 30 118 :. 99 91 .106 :' i 89 82 :. Smooth 1 i s 35 115 t 98 1 90 104 s 88 81 40. 113 1 96 = '89 102 87: 80 s 45 ill 1 96 88 100 86 79 1 50 109 04, 87 98' 85 79 1 0 -15 81 74 67 75 66 = .60 i F s i 20' 81 71 s' '65' 73 1' 64• 59 25 81 1 70 - 64 73 � 63 = 58 NichiBoard 4 5/16"x7.25" 1-1/2" VersaPins 1 Blind ! Steel i 24" o.c. CS] ! ! 20ga. 8.0 . 30 ; . . . 81.. . € 68 • . _ = 63 .: 7 3 ' . i .62:.. . = 57 . Smooth i 35 79 67 62 71 j 61 56 t 40 • • . 78 •66' _. . 61. 70 60 5S 45 77 i 66 i 61 69 € 59 55 50 75 65 = Gr) 68 ! 58 - 54 Notes: 1. Allowable Load = Average Ultimate Load/3 (Factor of Safety = 3) 2. The values are based on. testing per AS DI E330, and represent the capacity of the sheathing to resist flexural failure or fastener pull -through using a 3.0 safety factor. 3. Steel Framingljsred'above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19.for CFSF minimum specification). 4. Framing design & use of test data is the responsibility of the Designer of Record. W.R. Heiden III, P.E. Engineering -Inspection -.Plan -Review- 15401 N 500E - D1acy, IN 466T _ (547) 527-3717 «Rheiden@hotmail.com Page 8 of 19 Table 2(D). Maximum Basic Wind Speeds ASCE 7-10 Method 1 (see Sample Calculation, pg. 18) Nfasimurn Allowable Wrind Sneed - 3-second mist- Based on 2012 IBC & 2014 FBC Basic-Ifflind Spiced (MPH) Basic Wind Speed (MPH) FASTENERS FRAMING CAPACITY [gall Zone 4 llvaflZone 5 Panel f Spacing s Allowable ' S e Sheathing Size & Type yp field I e yp i Spacing 1 Size ! '= Grade or t Load Building Exp. B Exp. C - Exp. D Exp. B Exp. C ; Exp. D Panels Direction i perim. . (in.) Gauge (PSF) Ht. (ft) (in.) 0 - 15 106 i 96 87 .95 86 78 a 20 106 ._, 93 ° 85 95 .. ; 84 77 t ! 25 106 91 84 95 82 @ 75 NichiBoard 9 5/16"s7.25" 1-1/2" VersaPins e i Blind Steel 1G" p.c. CSJ 20ga. 13.6 30 . .106 89 82 .: 95 80: ' 74 1 Smooth 1 i i 35 104 f SS 81 93 79 1 73 s I 40 102 € :.87 € 80 91 a 78 72 _ 45 100 86 79 90 77 1 72 1 50- 98 85 i '79' 89 76_ 1 71 i 0-15 135 123 112 122 a 111 100 20 135 3 119 109 .1.22: i ' 107 " :.. -98- 25 135 117 107 122 i 105 96 NichiBoard 5/ 16"AT' 2' 6d Siding Nails i E Face Lumber t 24' o.c. E �: _�4 #2 DF 22.3 30 135 g : : 114 ..1. .,105. 122 • , .:103 • , 95 Primed Cedar t E 3 35 133 113 3 104 119 101 93 40; • 130 i11 „ �;'. 1Q3 .. 117 i, ':,loV . j 92 s s 45 128 110 102 115 99 i 92 50 126 i 108 101 113 98 90 s ; 0-15 254 1 231 209 229 ; 208 189 _ t 1 •20 , . '254 224 .. 205 : 229 ...202 : 184 _ ; 9 25 254 1 219 201 229 197 i 1811 NichiBoard 5/16"x725" 1-1/2" VersaPins Face Steel 16" o.c. ? CSJ 20ga. 78.7 30 25.4 ' ' :.215 1 z 197 , 229 193 9 .. 178 i Smooth a = 35 249 { 212 i 195 224 ' 190 s 175 ' @ 1 a 40. 244 208 -. • ° 192 219 3 .188 1 173 a 1 3 ! I s 45 241 i ZOG � 191 217 � 186 E 172 1 50 236 :. 204 189 213' i 183. 1 ' 170' :. ' i 0 -15 105 ! 96 87 95 86 E 78 = f :20... 105 93 ..:...85. 95 9.. 84 .. .76 25 105 91 g 83 95 82 75 NichiPanel 4'x8'x5/l6" 1 2" 6d SidingNails 6" O.C. 1 Lumber 3 € 24" o.c. s 2x6 7 #2 SPF 13.5 30 '105. .. •89 ' 9 82 •95 • 80 .74 • . Smooth Vertical 12' o.c 1 3 35 103 j 88 81 93 1 79 ; 73 - s i 40 ... 101. : i .86' ... .... 80 91' ..: 'ii 78 j :72 9 45 100 86 79 _ 90 I 77 i 71 e i - ' S0:.. ..;98 _ 84 •. �:. 78 88 €. :.�6 :. 70 Notes: 1. Allowable Load = Average Ultimate Load/3 (Factor of Safety = 3) 2. The values are based on testing per ASTM E330, and represent the capacity of the sheathing to resist flexural failure or fastener pull -through using a 3.0 safety factor. 3. Steel Framing listed Above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 For CFSF minimum specification). 4. Framing design & use of test data is the responsibility of the Designer of Record. W.R. Heiden III, P.E. _E!Oneering -Inspection - Ptan Revfe3v _ 15491 N 500 E - Dfacy, IN 46951 (547) 527-3717 wrheiden@hormatLeom Page 9 of 19 Table 2(E). Maximum Basic Wind Speeds ASCE 7-10 Method 1 (see Sample Calculation, pg. 18) Alasimurn Allovmhle Wind Sneed - 3-second crost. Based on 2012 IBC & 2014 FBC Basic Wind Speed (MPH)., Basic Wind Sp eed (MPH) FASTENERS FRAMING CAPACITY Wall Zone 4 Wa17Zone 5 Panel a Spacing Allowable Sheathing o Size & T e a field T' e Spacing F Size ' Grade or Gauge Load1 Building Ht. Ex B p' Es C p' Ex D p Ex B p 1 E C xp Ex D p Panels' _ perim. _ (in.) (ft) _ a Direction (in.) = (PSF) 0-15 14.0 127 115 126 114 104 1 20 140 = 123 113 126 141 101 , 1 25 140 121 1 110 126 1 109 1 99 NichiPanel 1 4'xWx5/16" 1-3/8" VersaPins 4" o.c. - Steel 1 24" o.c. CSJ 20ga. 23.8 30. .140 118 109 .: 126 a 106' - 98 _ Smooth s Vertical 4" O.C. _ 35 137 116 107 123 E 105 96 1 40 134 115 = 106 f21 103 95 1 1 a 45 132 f 114 105 119 i 102 95, a p 1 :50 " 130 112 : = 104 117 '" 101 :' 93 i 5 0-15 163 ! 148 134 147 1 133 121 1 a 20. '163, .. 144 .. _. 131 " 1.47 . 129 .. . 1 • • 118• . = 25 163 141 129 147 1 127 1 116 NichiPanel 4'x 8'x5cal " 1-5/8" #8'Grabber 1 6"' O.C. Steel t 1 16" o.c. a CSJ a 20ga. 32.3 .39 , 16.3 ` ::138 , 1 _ .. 127, '147 1 ;" , 124 114 :1 1 Smooch Screws 12" o.e. a e 35 160 E 136 125 144 122 112 1. 1 3 .40 i ;156 $ 134 , . 123 149 - 1 • '120 : , s - 171 a 1 45 154 1 132 122 139 € 119 110 _ 50 157 131 _ 121 136 117 109 i 0 -15 224 1 203 184 201 _ 183 166 ! - -20.. 224 197 = 1.. 180:1 201 ..178: 162 1 1 25 224 193 177 201 ; 174 159 NichiBoard ' S/16"x8.25" 2-1/V 6d Siding 1 Pace Lumber 1 1G" o.c. 1 2�6 #2 SPF G1.0 30 224 .189 = 174 .201 :' e 170 '156 Primed Cedar Nails = 35 219 186 = 172 197 s 168 154 40 215 184 169 • : 193 . 165, 153 1 1 _ 3 45 212 182 _ 163 191 1 164 151 s 50 208 179 1GG 187• € 161 150.. Notes: 1. Allowable Load = Average Ultimate load/3 (Factor of Safer' = 3) 2. The values are based on testing per ASTM E330, and represent the capacity of the sheathing to resist flexural failure or fistener pull -through using a 10 safety factor. 3. Steel Framing fisted above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 for CFSF rnitiimuin specification). 4. Framing design & use of test data is the responsibility of the Designer of Record. W.R. Heiden III, P.E. EEngineering.-.Inspection-Plan Review -- 15401 N 500 E - Ittacy,lN 46951- (547) 527-3717 wdteiden@hotma0.com Page 10 of 19 Table 2(F). Maximum Basic Wind Speeds ASCE7-10 Method 1 (see Sample Calculation, pg. 18) h4aximum Allowable Wrind Soeed - 3-second Lntst• Based on 2012 IBC & 2014 FBC Basic Wind Speed MPH Basic Wind Speed (MPH) lVaff Zone 4 {FralJZdne 5 FASTENERS FRAMING CAPACITY 1 Panel 1"Spacing Allowable Sheathing i Size & T e yp = Bead Spacing T e yp Size Grade or t Load L Building Exp. B Exp. C Exp. D Exp B 1 Exp. C Exp. D Panels 1 Direction perim. _ (in.) 3 Gauge NSF) H, (ft) 1 I - 0 - 15 193 175 159 174 '- 158 143 20 193 1 170 155 .114 .: 1 153 140 . . '• 25 193 1 167 1 153 174 e 15 1 137 Nichistraight ! 14'x16'x5/16" 2" 6d Siding Nails 30. .193 163 150. 174 14Z i 135 Nichistaggered 1 Maze 1lodel Blind Lumber 24" o.c. 2x6 ' #2 SPF 45.4 z Cedar a Horizontal #CLID-115 1 1 35 189 161 148 170 145 1 133 40 18'5 158 146 167 ; 143 _- 132 s = 45 183 157 145 165 1 141 131 € = 1 1 :50- 180 155 : "'143' 162 139 129 1 0=15 169 1 154 1 140 153 9 138 B 126 s 20 169 - 149 _ 136 '' 153 • 135 " - .123., ! s f 25 169 146 134 153 132 121 Nichistraight 1 , 4x16"x5/1G' 2" 6d Siding Nails Face a #2 3 169 - 1 143 132, 153 - 129 _ 118 Nichistaggered ; Horizontal Maze Model 16" O.C.Lumbc r 16' o.c. 2x6 SPF e 35.0 35 ; 166 141 130 149 1 i 12, 117 Cedar 1 #CLHD-115 t l 1 ,40:. ;. _163 it 139 „ 12$ 146 ' '125�, 116 1 45 161 138 1 127 145 a 124 115 a ; 50 158 136 126 142 g 122 1 113 1 ! 3 0-15 163 148 _ 135 147 133 _ 121 _ 20 .. 163 144 L. - 132 147 1 .130 : 118 1 1 2" 6d Ring -Shank ; 3 e 25 163 1 141 i29 147 e 127 116 Nichistraight1 4'xi6"x5/16" Siding Nails ; 1 ; 9 30 i 163 :.138 = 127 147 ; 124 114 :. Nichistaggered 1 Horizontal Diaze liodel 1 Blind Lumber 1 24" o•c. 2x6 1 #2 SPF 1 32.5 35 160 j 136 _ 1 125 144 1 122 113 Cedar #CLCEM115A a 40 157 134 124.: 141 121: 111 s = 1 45 155 € 133 = 123 139 120 110 j 50 152 1 :.131 121 137� 118 = ' 109 Notes: 1. Allowable Load = Average Ultimate Load/3 (Factor of Safety = 3) 2. The values are based on testing per ASTI F_330, and represent the capacity of the sheathing to resist flexural failure or fastener pull -through using a 10 safety factor. 3. Steel Framing fisted above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 for (.FSF minimum specification). 4. Framing design & use of test data is.the responsibility of the Designer of Record. W.R. Heiden III, P.E. Ennineering -Inspection -Plan Review 15401 N 500 E - Macy, IN 46951 (547) 527-3717 «zheidm@hoemail.com Page 11 of 19 Table 2(G). Maximum Basic wind Speeds ASCE'7-10 Method 1 (see Sample Calculation, pg. 18) Maximum Allowable \trod Sneed - 3-second :_rust. Based on 2012 IBC & 2014 FBC Basic Wind Speed MPH Basic Wind Speed (MPH) WaY Zone 4 IFfallZone 5 FASTENERS FRAMING CAPACITY Panel 3 Spacing Allowable a t e Sheathing Size & T 1 field Type e e= Type - Spacing 1 Size a Grade or t Load Building Exp. B Exp. C Exp. D Exp. -B 1 Exp. C 1 e Exp. D Panels Direction Perim. _ (in.) Gauge (PSF) Ht. (ft) 1 (in.) 0 -15 165 150 1 136 148 135 122 1 1 = 1 0 2 165 145 1 133 148 ,. = 131 0 ., 119 Nichistraight 1 1-5/8" #8-18 Water 1 ! 25 1(i5 142 ; 130 s 143 i 128 117 Nichistaggered 4 x16"x.5/16" s Head E Blind Steel i ProSTUD 24" o:c. 3 I 20ga. 33.1 3D . 165 139 ? 128 .: g 148 .125- 1 115 Cedar 1 Horizontal ROCK ONThi g ; 20 35 161 t 137 1 126 145 : 124 114 1 Screws I i 40 158 1 :.135 125 142 a 122 1 112 .. 1 45 156 134 124 141 121 111 9 1 :50, .: 153 132: 1) 138 119 :' 110 s 0-15 173 1 157 143 156 142 $ 129 1 9 s 20 '173, • ± • . 1.53 140 1.56• 138 � :. , 126• a _ 1 1-3/4" 6d leg_ 1 _ ' ; 2" a o 17" 1 150 a 137 156 $ l05 12� . " NichiBoard 1 5/ 16"x8.25" Shank Siding Nails 1 Blind Lumber a 16 ox. 2x4 #2 SYP 36.7 3� 173 147 135, 15G ' 132 1, 121 = haze Dlodel 1 1 35 170 { 144 i 133 153 130 120 #CLCEI[115A 40 : ' . .166 ; 142 . : ' . 131 150 -128; _ 118 _ 45 164 141 3 130 148 i 127 °s 117 50 161 1.,139 1 129 145 125 1 146 ' 1 ! 0-15 196 178 1 161 176 i 160 145 g 20 .. 196 173 s.. 158 176 3 . ;.155 : 142 = 1-3/4" Double HD 1 25 196 169 155 176 i 152 139 NichiBoard 1 �/ 16' c7.25" i\1AZE Asphalt & ; Blind 1 Lumber 16" o.c. 2x4 3 1 #2 SW 46.6 30 196 1 165 a 152 116 .49 i .. 137 1 Fiberglass Shingle 1 ! 35 192 ! 163 ? 150 172 i 147 ► 135 e ' Ndd= s 40 . 188 161 148 • : 169 t s 144 1 133 I 15 185 9 159 j 147 167 1 143 s 132 a s 50 182 1 :.157 1 145 164 141 1 131': Notes: 1. Allowable Load: Average Ultimate Load/3 (Factor of Safety = 3) 2. The values are based on testing per ASTi\1 E330, and represent the capacity of the sheathing to resist flexural failure or fastener pull -through using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF (see note 7 bn page 19 for CFSF minimum specification). 4. Framing design & use of test data is the responsibility of the Designer of Record. W.R. Heiden III, P.E. -- --- _- _ _ Engineering-Inspection-,PlanRevic�v 15401 N 500 E - Macy, IN 46951 (547) 527-3717 wdteiden@homiaii.com i Page 12 of 19 Table 3. Physical Property Evaluation Results Values per Intertek Testing Services NA, Ltd. Report #3145123COQ•005 Standard Specification for Flat Non -Asbestos Fiber Cement Shccts (AST M C1186-07) 5/16" NichiBoard, 1/4" & 5/16" NichiShake, 5/16" NichiPanel & 1/4" NichiSofftt Sheathing Panels Sample Size Property C1186-07 Spec. Test Result Pass or Fail Length ±0.25 0.010 PASS 12'x12'xl/4" \\rdth ±0.25 0.040 PASS" NichiSoffit (Type B) (vented) Thickness ±0.04 0.000 PASS Squareness ±0.38 0.020 PASS Edge Straightness ±0.38 0.0011 PASS Length 10.13 0.030 PASS :.. Width ±0:73 0.030. ::. :.. PASS . ... NichiShake (1)po A) 6.25"xl8" Thickness ±0.04 0.030 PASS .Squareness ..±0.05 ... ..O:OLU ... .. PASS. Edge. Straightness ±Q.(15 ROOD PASS Lcngth ±0.13 0.070 PASS - - - Width • ±0:13 _ 0.640 _ PASS' NichiShake (Type A) 825"x18" Thickness _ ±0.04 0.000 PASS " Squareness -' - - '±6.05 t).03Q PASS- ' Edge: aightness ±0.05 0.000 PASS Length 10.13 0.060 PASS width ±0.13 0196 PASS : NichiShake (Type A) 12%IS" Thickness ±0.04 0.010 PASS Squareness ±0.05 1 0.036. . . PASS : . Edge Straightness ±0.05 0.000 PASS - :Flexural Sucnti h (psi) - Gradc. I1 funin.) - _ - .. -- _ Grade II Dry 21450 2154 PASS wet 21015 1743 PASS - Frost Resistance _ Strength Retention % >80 96 PASS NichiShake Observation No Deleterious Effects No Delcn.rious Effects PASS (lype.A, Gmdc II) Warm WaterReslstvtce - Resistance % As Repotted- 103 As Reported Obsenatiun No Deleterious Effects No Deleterious Effects PASS Heat/Rain Resistance Fleat/Rain Resistance No Crneksior Structurnl Alteration No Cracks or Structural Alteration PASS Length ±0,25 0.010 PASS Width ±Q.25 0.030 PASS Thickness ±0.04 0.000 PASS Squareness ±0.25 0.060 PASS NichiPancl (I')pe A) 4'x8'x5/ 16" Edge Straightness ±(125 0.000 PASS Water Tightness - No formation of Water Drops No formation of A'ater Drops PASS Heat/Rain Resistance - - - Heat/Rain Resistance No Cracks or Structural Alteration..No Cracks or Structural Nteration PASS Length ±0.25 0.030 PASS )C9dth ±0.13 0.610 PASS Thickness ±().04 0.030 PASS NiehiBoard (rypc,\) 12"xl2'x5/16" Squareness ±0.38 0.000 PASS Edge Straightness ±0.38 0.000 PASS Heat/Rain Resistance Heat/Rain Resiscance No Cracks or StructumI'Al temtion No Cracks or Structurd :Mmmti.n 1 PASS Conclusion - The Nicliiha Ober -cement panels identified above and tested by Intcrtck mcet the requirements of AYM CI186-07. LS111dC1186-07SldtrdanlSpctifrraliouforHal INloU-flr/Jw rFlberCralewSbects W.R. Heiden 111,.P.E. Engineering - lnspwion - Plan Revi- 15401 N 500 L- M.q, IN 46951 (547) 527-3717 ,vdmidcn c©hamcail.ahm Table 4. Flame Spread Evaluation Results Values per Intertek Testing Services NA, Ltd. Report #3145123COQ-006 Standard Test Method for Surface Burning Characteristics of Materials (AS MFE84-08) Sheathing Panels Thickness Flame Spread Classification I Smoke Developed Classification :Rum #1 NichiPanel 5/16" 0 0 Fiber -cement panels Run #2 NiclmiPancl 5/16" 0 0 Fiber -cement panels lyntes: 1. Per Intertek report #3.145123COQ-006, these test results also apply to NichiSliake, NichiBoard, A NichiSoffit. Conclusion: The 5/16" Nichiha fiber -cement panels, submitted by Nichiha-USA, Inc., identified above, and tested by Intertek exhibit the characteristics when tested in accordance with of ASTNI E84-08. Table 5. Fire Test Evaluation Results Values per Intertek Testing Services NA, Ltd. Report #3145128COQ-001 Standard Test Methods for Fire Tests of Building Construction & Materials (ASTM El 19-08a) Sheathing Panels Sample Size 's Test Standard : Test Results NichiBoard (EcoPlank) 12"xl2'x5/16" ASTM E119-08a fleets/Complies with the thermal barrier requirements of FBC 2603.41 4'x8'x5/16" Meets/Complies with the thermal barrier NichiPancl 4'x10'x5/16" ASTM. E119-08a requirements of FBC 2603.41 4'xl2'x5/16" I Conclusion: The 5/16" Nichilma fiber -cement panels, submitted by Nichiha.USA, Inc., identified above, and tested by Intertek meet the requirements of the 2014 Florida Building Code. Table 6. Impact & Cyclic Wind Loading Test Evaluation Results Values per Intertek Testing Services NA, Ltd. Report #3145127COQ-004B Impact -Test Procedures (TAS 201-94) Criteria for Testing Products Subject to Cyclic Wind Pressure Loading (rAS 203-94) Page 13 of 19 .I Sheathing Panels Sample Size Test Standard Test Specification Test Result _ Pass of Fail Testing Application Standard INo damage or deleterious effects: No Damage = PASS NichiBoard(EcoPlank) 1 12"xl2'x5/16" ` (TAS) 201-94 > 3/16" hole i 9 3 Testing ApplicationStandard JNo resultant failure or Distress No Damage j PASS (TAS) 203-94 j t 1 Conclusion: The 5/16" Nichilma fiber -cement panels, submitted by Nichiha USA, Inc., identified above, and tested by Intertek meet the specified passing requirements of TAS 201-94 & TAS' 203-94. I 'I V.R. Heiden III, P,E. Engineering - Inspection -'Plan Rc%icw 15401 N 500 E - \lacy, IN 46951 (54—r) 527-3717 wnc6dcn@hntmailcom it Page 14 of 19 Table 7. Transverse Load Test Results - ICC-ES AC90 LOADING PRODUCT EVALUATED FASTENERS FRAMING TRANSVFRSF. Report Testing Agency, Type Finish i ! I Thk. iE (in:) 1 Length (in.) f Width (in.) Type ! Spacing I Length Geld b € (in.) ; perim. I (in.) Type Spacing (in.) I t Wood Size Wood Grade ' Steel Stud Style i Steel Thk. ( ) Avg' Allowable Ultimate j 2 Load Load s (PSF) (PSF) face 3145128COQ-011 Intertek Nichil3oard 2-1 5/16" 144 42 Cxl Common Nails along 2" Ldmbei i 24" O.C. 2x4 #2 SPF - 43.3 14A 3 studs v. .. .. ' .. 'Self-t5(iping 1 face i e. �14�12SCOQ-041 Intertek , NicltrI3oard 2 2 0/16". ; 5/ 144 12 screws Gong j 1-5/8" studs • "€ Steel 24".o:c.. 1'-1/2"no" 20bn. 111.0 - °' .37.0 3145128COQ-011 Intertek NichiPanel 2-6 = 5/16" 96 48 6d Common Nails 2" 1 4 o.c. 4" Lumber 16" o.c. 2x4 #2 SPF 258.5 86.2 I o.c. 314$728COQ-011 Intertek, NichiPanel 2-7 j/16" 96 48 6tl Common Nails i . 6" o.c. ; . 2" Lumber 24" o,t. i 2�4 #2 SPF - 17,C2, 1 ] y _ 3- l2"•,o.e. I € 3145128COQ-011 Intertek NichiPanel 2-8 5/16" 96 48 Self -tapping scretvs 6" o.c. I-5/8" Steel 24" o.c. 1 1-1/2NY 20ga. 88.4 295 € 12„ o c I. ... .. j nd;2Per L v I 3145?28COQ-011 Intcnek, .. Nick Shake 2-I I 5/.16"; l8" 8-1/4" 6d Common Nails 2" * 1 shake SBr/O 24"'•o,t..' " 2�4 #2 SPF - - 1I IA. 37.0 Notes: 1. Nichiha USA Products must be installed using fasteners listed above. Values are only applicable to the listed test assemble configurations. 2. The Allowable Values are based on testing per ICC-FS AC90, and represent.the capacity of the Nichiha USA Products using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF (ice note 7 on page 19 for CFSF minimum specification). 4. Fratning design is the responsibility of the Designer of Record, Table 8. Racking- Shear Test Results - ICC-ES AC90 LOADING PRODUCT EVALUATED FASTENERS FRAMING I RACKINGSHEAR S acin € Steel Aug ;Allowable Ultimate Report Testing Type Finish I Thk. € Length € Width Pe Length field 1 Type Spacing Wood Wood Steel Stud Thk. I s Load en in m m in. p.erim. in. ( ) Size Grade Style Load i (in.) (PSF) 3145128COQ 011 Intertek Nichilloard 2-1 5/16" 144 12 6d Common Nails 2' facenail, Lumber � 24" O.C. 2x4 #2 SPF � - 1428.0 a 476.0 ::. € 3145128C0)-O]1 L lntertck Nichil3oard 2-2 / i6" 144 12 - Self-ta m scretts PP b .tud face screty, 1-0/8" - t Steel 24"o.c. 1=1/2"3-5 $" / 20 Ka 1745.(1 "i SS1J 1/stud : 3145128COQ-017 Intertek NichiPanel. 2-7 5/16" 96 48 Gd Common Nails G" o.c. 2" - Lumber 24" O.C. 2x4 #2 SPF 4160.0- : 1386.7 3145128C0 -011. 'Interek NichiPanel 2-8 -5/16" 96 ":' :48. Self-ta in screws i:1-5/8" 6 '' 1. ... Steel 24" o.c. 1-1/2"�3-5/8" 20 4487.0 1495.7:' i .. es: 1. Nicliiha USA Products must be installed using fasteners listed above. Values are only applicable to the listed test assembly configurations. 2. The Allowable Values are based on testing per ICC-ES AC90, and represent the capacity of the Nicivha USA Products using a 3.0 safety factor. 3. Steel Framitig,listed above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 for (I -SF minimum specification). 4. Framing design is the responsibility of the Designer of Record. =- - -- -- _- - __ _ _ - _ -- _ - - _ _ - _ W.R_' Heiden III, P.E. L•'nrtnccring-Inspccdot�lan RelictT 15401 N 500 E - \lacy, IN 46951 (547) 527-3717 wrl,ciden`yhotmaii.com Page 15 of 19 Table 9(A). Maximum.Basic Wind Speeds ASCE 7-10 Method 1 (see Sample Calculation, pg. 18) Maximum Allowable Wind Speed - 3-second grist, Based on 2012 IBC & 2014 FBC Basic Wind Speed PH Basic Wind Speed (MPH) Wall Zone 4 iY/aUZnne 5 FASTENERS, FRAMING CAPACM Spacing Allowable a ' Sheathing E Panel Size Type = field ,I a Spacing a Size na Grade or Load1 Building Ex B p' E C '�' Ex D P Ex B P Ex C I' E D xl' Panels _ perun. z (in.) Gauge SF ) Ht. (ft) - (in') 1 3 1 0 -15 109 {' 99 @ 90 98 i 89 81 _ ; 20..109 96 38 - 98 SG 79 1 a j ; I i 25 109 94 86 98 85 g 77 NichiBoard i2"xl2'x5/l6" 2° 6d Common face along ? Lumber 24" o.c. 2x4 #2 SPF 14.4 30 : 109 a 92 ! I 85 98 - . S3: 76 Vans _ surds ! 35 107 i 91 1 83 96 82 75 g i ! 40 104 - -: 89 82 94 g 80 74 .4 .. 45 103 ; 88 1 82 93 80 74 50 : 101 ! 87 is 81 91 1 79 73 0-15 174 a 158 1 144 157 $ 142 129 1 20 174 1 154 140 157 138 e i 25 174 150 t i 138 157 4 135 124 4 NichiBoard jj I 12"xiTx5/16" 1-5/8"Self- ftcealong i Steel 1 24" o.c. 1-1/2"x3" 2U 3Z0 30 1-14' 147 :135 157 • 6 -•133 1'22 tapping screws; studs 1 1 35 171 145 134 154 131 120 i 40 16? ..I.. 143 3 132 1S1 129 !. ..119 ° 45 165 142 ! 131 149 127 1 118 50 _. 3 14G 126 '_ . 116140 . . i 0-15 266 241 s' 219 239 1 '217 197 20 „ 266 235' 214 239' i' :211, . 193 2" 6d ' 4" o.c. j ! 3 a 25 30 266 .26G 229 1 225 1 3 210 207 .. 239 :239 i 207 ?02 189 1:86 NichiPanel 4'x8'x5/ 16" Common Lumber 16" o.c. 2x4 #2 SPF 86.2 ; �' Nails 4 o•c• 35 260 221 204 234 199 1'84 ' 40 ; ; 255 215.: s ; . 261 230 ; ; _ • ' • 196- 181 ! ! 45 252 216 ! 200 227 i 194 i 180 50 247_ :213 i 197• 222 192 _ 178 ! i 0 -15 107 97 88 96 87 79 a i 20 : 107 94 s 8.6 96 .: 85.: 77 25 107 92 a 84 96 gg ! 83 76 NichiPanel 4'x8'x5/16" 2 Gd Common 3 G" o.c. _ € Lumber i 24"o.c. 2x4 a i -42SPF 13.9 30 107 : " _ 90 83 96 ? 81 , "' 75 ' Nails 12" o.c. j ! 35 104 89 ' 82 94 , 80 74 40 102 .. 88... g .: 81 92 .. ... 79 73 . . 45 101 87 80 91 1 78 i 72 i :50 92 ... ". 85 i :.. 79 .. .. .89 .. `s . F7.: i . ...71.. Notes: 1. Nichiha USA Products must be irisetlled using Fastener Types listed above. Values are only applicable to tie listed test assembly configurations. 2. The Allowable Values are based on testing per ICC-ES AC90, and represent the capacity of the Nichiha USA Products using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 for CFSF minimum specification). 4. Framing design is the responsibility of the Designer of.Record. W.R. Heiden III, P.E. Engineering_- Inspection -Plan Re' 15401 N 500 E - Alact•, IN 46951- (547) 527-3717 wrheiden a hotmail.mm Page 16 of 19 Table 9(B). Maximum Basic Wind Speeds ASCE 7-10 \lethod 1 (see Sample Calculation, pg. 18) Maximum Allowable Wind Speed - 3-second Bust, Based on 2012 IBC & 2014 FBC Basic Wind Speed P Basic Wind Speed P FASTENERS. FRAMING CAPACITY Wall Zone 4 [i/all•Zone 5 t ;Spacing $ Allowable $ t S pd'i tg 9 Panel Size Type ld Type 1 Spacing g ` Size Grade or r Loadl H t. f� Exp. B Exp.. C € ExpID Exp. B Exp. C Exp., D $ 1 pef (in.) l e (PSF) a 1 $ 0 -15 156 14-1 128 140 $ 127 115 20 . 156 " 137 1 125 140 ! 123 113 " i 25 156 134 123 140 s 121 s 111 NichiPanel 4'x8's5/16" I-5/8" Self- 6" o.c. Steel 1 $ 24" o.c. l-1/2"0" 20ga. 29.5 30 156 131 3 1 12] - 140 " 3 118 1' 109 - tapping screws 12' O.C. 35 152 129 1 119 137 117 i 107 j l 40 149 2 128 118 • : • 134 115 1 106 ; $ 45 147 i 126 117 133 g 114 1. 105 1 50 145 - 125 - 115 130 ' _ - 112 . 104 0-15 174 158 ) 144 157 142 129 s $ 20 174 154 140 :. �157 138 s " 1.,26' 6-1/4"xls"x5/16" € 1 25 174 9. 150 1 138 157 i 135 = 124 8-1/4"x18"x5/16" 2" 6d Bend, 2 per Lumber/ E 1 30•.: 174 1 ''147 9 435� .157. 6 133 NichiShake 12"x18"x5/16" Common shake OSB 24" o.c. 2x4 #2 SPF ! 37.0 35 171 ' ; 145 ` 134 154 i 131 120 Nails centered 1 s 40 167.. $ 143 132 151 129 _ 119. 45 165 ! 142 1 131 149 127 ! 118 i 50 162, . ,140 129.. 146 126 .•. [ 1.16 . . Notes: 1. Nichiha USA Products must be installed using Fastener Types listed above. Values are only applicable to the listed test assembly confibmiations. 2.11te Allowable Values are based on testing per ICC-ES AC90, and represent the capacity of the Nichiha USA Products using a 3.0 safety factor. 3. Steel Framing listed above must meet the specifications for cold formed steel framing - CFSF (see note 7 on page 19 for CFSF minimum specification). 4. Framing design is the responsibility of the Designer of Record. \G.R. Heiden III, P.E. In Engineering - _spection -_Plan Res4ew 15461 N 5001--- ATey, ft`T4645f (547) 527-3717 wrheiden@hotivaiI.com �I Page 17 of 19,1 Table 10: Fastenin_g Direct to Block. Applicable Material: n 1. NichiBoard j 2. NICNStraight & NichiStaggered Siding Table 10(A): 100moh - 130mvh (o.c. anacinLA Height Wind Speed of 100 mph Wind Speed of 110 mph Wind Speed of 120.mph Wind. Speed of 130 mph! ` (ft:) Exp.B _ Exp C € Exp D Exp B• Exp C Exp D Exp B [ Exp C Exp D Exp S I Exp C Exp;U 045 24r1 20" 24' 20" 17" _241t ......w=11-....> -M ~2411 .. ...1,# �19 • .._ Y _. -f .�l. __.,... ... 3...-. ..- ..«.... .>,/;� 19 6 II 16 24 161' 1.�....«" U1 20" 14 11 30 2411 2211. 1811 24„ = 1 S" 15" - 21" 15r` 1211 Y 18 131I 711� • . y 40 24" 20" 17" 23" 17" 14II 1911 14" 17II T^ 16 12I h 10' 1,1 50 2114 - ..._ 11' 12 11 1,7 11 22 11 16 , 11II 14 -•� 18 1 11 13 11 II 11 11 10�I 60 24" i 1911� _ 1G" i 20" 15"� 13" 17" 13" 11" — —1 15'-9' 20 =' 15" 13" 1G" 1`2 10 7 .. .. _.__—_M-- - .. - 100 171E 1311 I 1211 1411 111I i 911 i'�,1 �; $I, 1Q11 i :SIi a 7I!I Table 10(B): 140mnh -170 mnh (o.c. snaeinLY) Height Wind Speed of 140 mph Wind'Speed of 150 mph Wind Speed of 160 mph Wind. Speed of 170 mph,. (ft.) -Exp B s E Exp C Exp D B Exp I Exp C Exp D' Exp B Exp C Exp D Exp B Exp C .i EX'ID :. 12" 1 10" 16" ' 11" 9" 14" 9"`- g„ 11311 8,/ 20 17" 1T' 10 15 10 6 811 13 9 l 7 12 8 i 61 30 151r rl 11 : ,� 9 it q 13 9 8 ,�' 8- 1 7 10 I 7. 6 12 „ 40 1411 ,i lo" ` �10. 91' n 1211 € 9" .I_ ,� 7 li !ill „. 811 6 _ �__ -0 9 l 7' a 61 _. 6"` 51' 50 ,13 8 11 8 .7 10 7 9" w GO 811 111, 811 E 71r 9,1 711 Gn _ 8' 1 6" 60.5 -. 51 51 7" 5_'" , : 'I4, - 0 811 eGI 71 GI 5, GI 5i ._._ _ 41 GI, . i4,r0 41 Table 10(0:180mnh - 200 mnh (o.c. snacinLY) Height Wind.Speed of 180 mph Wind Speed of 190 mph, Wind Speed of 200 mph (ft-) Exp B -;I Exp .0 a Exp D Exp B I Exp C Exp D Exp B Exp. C Exp D 11'! . �'� . 6r, 1011 '711 . . 15" :4 "" 6 GII;: 5" 20 101, 711 GII 9; GII 5" — 8' 5" 41' _ 30 u _ Ii ' 6 a n 5. li 8 n 6 I 5 7 n" , 5 4 n 40 811 6, a 511 3 71r 511 41I 711 E 511_ 4,I 5Q '-" 11 -_•___ �E ...a�-. : 8., G 9v...._-,l'.� -. 5 —_ 1„r4 '^P3_ 7' i1_..=.. 5 _.. 11 4 11 ._.. .� 6 �I^_ 4,-: 1' 4 _ AGO _ -..711 E" 511 l -SII- - - 71 ` 'Si 6 rl_ 61f c 4;1 3 _ 411 G0.5 - ' 61E 4": 411 . -_ - 5° ; 4" y 51" 10 5" $ 5" 4"._.._ 411 6 41, - - Notes & Limitations: 1. Wind Speed -is Basic Wind Speed (roph) as defined in ASCE 7-10 with I=1, Kzt=1 , and zone5 as defined:in ASCE 7-10, figures 30.4-1 with an, Effective Area of 10 sq..ft. Structure is assumed Enclosed as defined in ASCE 7-10. 2. The Fastener Spacing shown is. based on testing and calculations performed as; part of PEI-Project Nos 2010-0311 & 2014-1379. Product appliction must adhere to manufacturer's installation instructions. 3. A safety factor of 2.5 was applied to the test pressures per 2012 IRC/IBC to establish the fastener spacing. 4. Fastener spacing is limited to betweeen 4" and 24". A "-' indicates the application is not applicable. 5. Fastener shall have a iiunimum penetration of 3/4" with.a fastener to concrete block design load -of 466 lbf per the Aerosmith SurePin Product Evaluation Reporti 2ER-07021. 6.. NichiBoard Fastening Direct to Block fastener spacing per Progressive Engineering, Inc. (PEI) Project No. 2014-1327. (Dated: 12/16/1'4i) W1 I -I 'd III P cE E cn . . Engineering - Inspection - Plan Review 75401 N 500-E - Macy, IN 46951 (547) 527-3717 -,vrheidcn@hotmij'l.com Table 12. Basic Wind Speed Coefficients & Constants Building Ht.ftGC Exp B Exp C i Exp D Kz, Kd Zone GC 4 one Z5 - GCpi 0 - 15 0.70 !. 0.85 1.03 1 E 0.85 1.1 1.4 0.18 20 0.70 € 0.90 : 1'.08: 1 0.85 _- 1.1: - 1.4 0.1:8 - 25 0.70 [ _- 0.94 1.12 1 l 0.85 i 1.1 1.4 = 0.18 30 ... Q..-i0.. 7 ± 0.98'. 1-16.... 1.... 0.85 ...g z. - .. -1.1 .... 14, 0 18 . 35 - 0.73 e 1.01 1 1.19 1 _ 0.85 1.1 1.4 0.18 40 :0.76. 1.04. L22 _. -1.. 0.85 1-1 1.4 - AM 45 0.78 1.06 ° 1.24 1 0.85 1.1 1.4 [ 0.18 50- 0.81 z..: 1:09 J27 ..... 1 ' .. 3 . 0.85 1.. 1:1 ... _ 1.4 - ..: 68. z * (GC .+GC i) (Zone 4) qz * (GC +GC i) Zone 5) Building 3 . Ht. (ft) Exp B $ Exp C Exp D' Exp B Ex C ,3Ep D 0 -15 0.001950 0.002367 0 002869 0.002407 0.002922 i 0.003541 20 0:001950 ....... 0:002507 _ _.._... 0.003008 ... -0.002407 0 003094 0.003713 25 0.001950 0.002618 0.003120 0.002407 0.003232 0.003851 30 .. Q.00i950... Q.002730 . .0.003231„ .-0.002407- .0.003369 0.00398.8. 35 0.002033 0.002813 0.003314 0.002510 0.003472 0.004091 - 40 0.002117- 6.002897 0.063-98 0.002613 0.00357E 0.004194 45 0.002173 0.002952 0.003454 -0,002682 0.003644 0.004263 50 0.002256 0.003036 0.003537 0.002785 0.003748 : -'0.004366 Sample: Maximum Basic Wind Speed (mph) .q,=0.00256*K,*K„*Kd*V2 .Load Factor(1.6) * Design Wind Pressure (PSF) = qz * (GC, +GC„ 0 Therefore, by substituting the panel Allowable Load (PSF) for the Design Wind. Pressure and solving for the hlaximutn Basic Wind Speed the folloving equation is obtained. Max. Basic Wind Speed (V) = [(1.6 x Allowable Load)/(0.00256 * K, * I{„* Ka * (GCt,+GC,).)1112 W.R. Heiden III, P.E. :Engineering - Inspection - Plan Review 15401 N 500 E - Macy, IN 46951 (547) 527-3717 wrlicidcn@hotni-til.com �I II Page 18of191 'I 'I �I j 'I l ;I I '1 I Page 19 of 19 ii Limitations of Use 1) Product(s) is be installed. on framing that is equalto or stronger than the materials listed. 2) Product(s) is.be:installed on steel framing that is equal to or stronger than the studs listed. 3) Product(s) is to be installed only where the product assemblies listed meet or exceed the local wind speed and -are in conformance with the 2014 FBC installation requirements. 4) Product(s) shall not be used as a nail base. Mechanical attachment of exterior claddings must be trade directly to the framing.. - C 5) Fasteners shall be driven flush with the gypsum panel surface without countersinking or being deep enough to break die glass mat. I 6) Fasteners for wood panel sheathings (plywood and OSB) shall be driven no more than 1/16".from the panel surface with no more than two (2) out of ten (10) fasteners driven greater than 1 /16" (per APA Technical Note TT-012A, 01 /2007). I ') Cold. Formed Steel Framing (CFSF) shall comply with-ICC AC230, Nov. 1, 2010, section 3.3 for grades, dimensions, mechanical properties (Fy - 50 ksi min;) 8) Product(s) shall be stored in the original. unopened packaging at the site and stored in an enclosed shelter providing protection from physical damage and exposure from the elements until use. 9) Product(s) shall be stored to prevent exposure to standing or cascading water. 10) Product(s)-must be installed per manufacturer's product literature and specifications. 11) Independent product evaluator is not responsible for any product warranty, either expressed or -implied. Independent product evaluator's liability shall not exceed the amount required to produce this report. 12) Engineer of Record for each, specific -project is responsible for specifying the appropriate use & application of the product tested. 1-3) This product evaluation report pertains only to the assemblies and actual material tested. �I it W.R. Heiden III, P.E. Engineering - Inspection - Plan Review 15401 N 500 E - INIacy, IN 46951 (547) 527-3717 wrheiden@hotmail.com