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380 11TH ST RES20-0351 REV 1-6-20 Revision Request/Correction to Comments `*ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit OR lok. Corrections to Comments Date: Df 0512,/ Project Address: O r J / LA r� - '' Contractor/Contact Name: L Aril, Z Contact Phone: 1 Q1/---1107,005 Email: 0.5/&4/ 5/t O1vZ EP,,SPiiikZ,CO,7 Description of Proposed Revision /Corrections: f->t-tL) RE/0 EG/i47/17 i I L(M ,45Z / / 1/1Z affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? to ❑*Yes(additional increase in building v. ue:$ i ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / Cf (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities _ Public Safety Date Fire Services Updated10/17/18 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 1 of 7 EVALUATION SUBJECT HardieShingle®Siding James Hardie Product Trade Names covered in this evaluation: HardieShingle®Nothched Panels,HardieShingle®Individual Cladding Shingles EVALUATION SCOPE: ASCE 7-10&7-16 2017 Florida Building Code(6th Edition)and 2020 Florida Building Code(7th Edition) 2015 and 2018 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardieShingle siding fastened to wood or metal framing with nail fasteners. REFERENCE REPORTS: 1.Intertek Report 3067913(ASTM C1186)Material properties HardieShingle Siding 2.Ramtech Laboratories,Inc.Report 11436-99/1602(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardieShingle Notched Panels installed on 7/16 inch thick OSB rated sheathing nailed with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter ring shank nail 3.Ramtech Laboratories,Inc.Report 11436-99/1603(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardieShingle Notched Panels installed on 2X4 Wood Studs SG=0.40 spaced at 16 inches on center with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter ring shank nal 4.Ramtech Laboratories,Inc.Report 11436-99/1604(ASTM E330)Transverse Load Test,1/4"Thick by 48 Inch wide HardieShingle Notched Panels installed on 2X4 Wood Studs SG=0.40 spaced at 24 inches on center with a 1-1/2 inch long by 0.083 inch shank diameter by 0.187 inch head diameter ring shank nail 5.Intertek.Report 3108641C0Q-002(ASTM E330)Transverse Load Test,1/4"Thick by 48 inch wide HardieShingle Notched Panels installed 2X4 18ga.Metal Studs spaced at 16 inches on center with a ET&F 7'long X 0.100"knurled shank X 0.313"head diameter 6.Ramtech Laboratories,Inc.Report 10794-97-1458(ASTM E330)Transverse Load Test,1/4"Thick by 12 inch wide HardieShingle Cladding Shingles installed on 15/32 inch APA rated sheathing nailed with a Number 11 gauge 1-1/4 inch long roofing nail 7.Ramtech Laboratories,Inc.Report 10794-97-1464(ASTM E330)Transverse Load Test,1/4"Thick by 12 inch wide HardieShingle Cladding Shingles installed on 7/16 inch OSB rated sheathing naiad with a 0.091 inch shank diameter by 2.5 inch long by 0.221 inch head diameter 8.Intertek Report No.100717048COQ-003(ASTM E330),Transverse Load Test,1/4"Thick by 48"wide HardieShingle panel installed on 7/16 inch OSB rated sheathing nailed with a 0.090 inch shank diameter by 1.5 inch tong by 0.215 inch head diameter TEST RESULTS: Table 1• Results of Transverse Load Testing m J m O Frame Weather m ra Report Thickness Spacing Exposure s 2,1.6 Product Number Test Agency (in.) Frame Type (in.) (in.) Fastener Spacing(in.) Fastener Type D a a m n. HardieShingle Notched Panel- 11436- Ramtech 0.25 Minimum 7/16 in.thick OSB - 7 13 75 1.5 in.long X 0.083 in.shank X ,&B -22.7 Straight Installation 99/1602 sheathing 0.187 in.HD,ring shank nail HardieShingle Notched Panel- 11436- Ramtech 0.25 Minimum 7/16 in.thick OSB - 7 13 75 1.5 in.long X 0.083 in.shank X -81 -20.3 Staggered Installation 99/1602 sheathing 0.187 in.HD,ring shank nail HardieShingle Notched Panel 11436 Ramtech 0.25 2X4 wood SGa0.40 16 7 blind nailed at stud 1.5 in.long X 0.083 in.shank X -192 -64.0 99/1603 0.187 in.HD,ring shank nal HardieShingle Notched Panel 11436- Ramtech 0.25 2X4 wood SGa0.40 24 7 blind nailed at stud 1.5 in.long X 0.083 in.shank X 97 3L 3 99/1604 0.187 in.HD,ring shank nail 3108641COQ ET&F 0.100 in.knurled shank X 2 HardieShingle Notched Panel VMeriek 0.25 2X418ga.Metal 16 7 blind naiad at stud -166 -56.0 002 in.long X 0.313 in.HD pin 2 roofing nail HardieShingle Individual 10794-97- 15/32 in.thick plywood Cladding Shingle 1458 Ramtech 0.25complying with DOC-PSI - 8 9 inches from butt No.11ga.1-1/4 in.long roofing nal -100 -33.3 edge 2 siding nails HardieShingle Individual 10794-97- Ramtech 025 7/16 in.thick OSB sheathing - 8 9 inches from butt 0.091 in.shank X 0.221 M.HO X 439.4 -29.8 Cladding Shingle 1464e 25 In.bng siding nal edg HardieShingle Notched Panel 100717048 Intertek 0.25 7!16 in.thick OSB sheathing - 7 6"o.c.to OSB 0.090"shank x 0.215"HD x 1.5" _213 -71.0 COQ-003 sheathing only long ring shank siding nail 100717048 8"o.c.to OSB 0.090"shank x 0.215"HD x 1.5" HardieShingle Notched Panel C00-003Intertek 0.25 7/16 in.thick OSB sheathing - 7 sheathing only long ring shank siding nail -180 -600 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3. 2.HardieShingle Siding complies with ASTM C1186,Standard Specification for Grade IT Type A Non-asbestos Fiber-Cement Flat Sheets Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 2 of 7 With regards to HardieShingle Individual Shingles and based on results of testing 8 inch weather exposure, we prorate the area of 7 inch,6 inch,and 5 inch weather exposure back to the original 8 inch weather exposure to determine the respective uplift resistance at reduced weather exposures.By using this proration,the design loads for various HardieShingle Individual Shingle weather exposures will be determined. Table 2a,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardieShingle Individual Shingle nailed to 15/32 inch plywood sheathing Weather Ultimate Pressure Exposure Load(PSI-) Allowable Design Load'(PSF) (inches) 8 -100.0 -33.3 q, 7 -127.0 42.3 Qz 6 -166.7 -55.6 q3 5 -228.6 -76.2 1.Allowable Design Load is the Ultimate Load divided by a Factor of safety of 3 Check for results on Table 2a, HardieShingle Individual Shingles installed on 15/32 inch plywood with two fasteners located 9 inches from the free end. 7 he assembly tested in Ramtech Report 10794-97-1458 has a weather exposure of 8 inches. Proration of the areas 1) Weather Exposure(inches) Weather Exposure Area(sq ft) An, 8 0.667 A, 7 0.583 A, 6 0.500 A 5 0.417 2) By assuming the same resistance,we can set the moment for the tested configuration equal to the moment of the reduced exposure. Therefore, hn,X(4+1)X ge+=A,X(3.5+1)Xq, Solve for q,, q,=(An,X(4+1)X gess Y(Ai X(3.5+1)1 hes,X(4+1)X gee=A,X(3+1)X q, Solve foro• a,,114,,,X(4 1)Xges,Y(AX(3+1)] Aes,X(4+1)X ge„=A3X(2.5+1)Xgi Soave for q, q,=Ike X(4+1)XgenJRAa X(2.5+1)] -100 -126.98 -166.67 -228.57 Table 2b,Calculated Allowable Design Loads for Reduction in Weather Exposure,HardieShingle Individual Shingle nailed to 7/16 inch OSB sheathing Weather Ultimate Pressure Exposure Load(PSI-) Allowable Design Load'(PSF) (inches) 8 -894 -29.8 q, 7 -113.5 -37.8 q1 6 -149.0 -49.7 q., 5 -204.3 -68.1 1 Allowable Design Load,s the Ultimate Load divided by a Factor of safety of 3. Check for results on Table 2b, HardieShingle Individual Shingles installed on 7/16 inch OSB with two fasteners located 9 inches from the free end. I he assembly tested in Ramtech Report 10794-97-1464 has a weather exposure of 8 inches. Proration of the areas 1) Weather Exposure(inches) Weather Exposure Area(sq tl) hn, 8 0.667 A, 7 0.583 A, 6 0.500 A, 5 0417 2) By assuming the same resistance,we can set the moment for the tested configuration equal to the moment of the reduced exposure. Therefore. Aes,X(4+1)Xges=A,X(3.5+1)Xq, Solve forq,. q,=(An,X(4+1)X gee RA,X(3.5+1)] Aes,X(4+1)Xges,=A,X(3+1)Xgn Save forge. q2=Ihes,X(4+1)Xges)/(A,X(3+1)J A.,X(4+1)X qev=A,X(2.5+1)X qa Solve for g,. q3=Ihn,X(4+1)X ges,Y(A5 X(2.5+1)] an, q, q, i. -89.4 -113.52 -149.00 -204.34 DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity(wind load capacity)is determined from transverse load testing in accordance with ASTM E330 or E72 as noted in Section 4.0 of the ICC ES AC90,Acceptance Criteria for Fiber Cement Siding Used as Exterior Wall Siding(approved October 2018). I he allowable or design capacity from the testing is based on a factor of safety of 3 applied to the ultimate test load per AC90. The wind load values are determined from the ASCE 7 equations. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design(ASO),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10(Figures 26.5-1A, 26.5-18,and 26.5-1C)and ASCE 7-16(Figures 26.5-1A to-10,25.5-2A to-2D),or the figures in the building code as applicable. Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 3 of 7 Equation 1, qz=0.00256'VKn Kd-V2 (ref ASCE 7-10 Eq.30.3-1) q:0.00256'K/Ka"Kd'K.V2 (ref ASCE 7-16 Eq.26.10-1) q, ,velocity pressure at height z K, ,velocity pressure exposure coefficient evaluated at height z Ka,topographic factor Kd ,wind directionality factor Ke ,ground elevation factor,permitted to take Ke=1.0 V ,basic wind speed(3-second gust MPH)as determined from: ASCE 7-10 Figures 26.5-1A,8,or C ASCE 7-16 Figures 26.5-1A,B,or 26.5-2A,B,C or D 2018 IBC Figures 1609.3(1)-1609.3(8) Equation 2, V=V„,, (ref.2015 IBC&2017 FBC Section 1602.1 definitions) V,a ,ultimate design wind speeds(3-second gust MPH)determined from 2017 FBC Figures 1609.3(1)-1609.3(3);2020 FBC Figures 1690.3(1)-1609.3(4); Equation 3, p=qn"(GC.GCO (ref ASCE 7-10 Eq.30.4-1 or ASCE 7-16 Eq.30.3-1) qn ,velocity pressure at mean roof height h GC, ,product of external pressure coefficient and gust-effect factor GCn ,product of internal pressure coefficient and gust-effect factor p ,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute fin into Equation 3, Equation 4, p=0.002561K,'Ka'Kd'VZ'(GCTrGC,) (ret 2015&2018 IBC) or p=0.002561K,"Ka'Kd'V0i*(GC.,GC0) (ref 2017 and 2020 FBC) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7, Equation 5, 0.60+0.6W (ref ASCE 7-10&7-16 section 2.4.1,load combination 71 D ,dead load W,wind load(load due to wind pressure) To determine the Allowable Stress Design Pressure,apply the load factor for W(wind)from Equation 4 top(design pressure)determined from equation 4 Equation 8, N.=0.8')p) Equation 7, Pesci=0,610.00256'Ki Ka'Kd"V„db(GCrrGCp)] Equation 7 is used to populate Table 4,5,and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7,solve Equation 7 for V„i, Equation B, V„d=(pi.d0.8'0.00256'Ki`Ka'Kd'(GCgGCo)f s Applicable to methods specified in Exceptions 1 through 3 of(2015/2018 IBC,2017/2020 FBC)Section 1609.1.1.,to determine the allowable nominal design wind speed(Vasd)for Hardie Siding in Table 7, apply the conversion formula below, Equation 9, Vua=Vo,'(0.6)0.8 (ref.2017 and 2020 FBC Eq.16-33) Veld=V'(0.6)°S (ref 2015/2018 IBC Eq.16-33) V„d,Nominal design wind speed(3-second gust mph) V,Basic design wind speed(3-second gust,mph) Table 3,Coefficients and Constants used in Determining V and p, K, Wan Zones Exp B Height(ft) (ASCE 7.18) Exp B Exp C Exp D K., Ka GC„ GC,, 0-15 0.57 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 0.62 0.7 0.9 ; 1.08 1 0.85 -1.4 0.18 25 0.66 0.7 0.94 1.12 1 0.85 -1.4 0.18 30 0.70 0.7 0.98 ' 1.16 1 0.85 -1.4 0.18 35 0.73 0.73 1.01 1.19 1 0.85 -1.4 0.18 40 0.76 f 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 0.785 0.785 _ 1.065 1.2451 0.85 -1.4 0.18 50 0.81 081 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 0.85 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 0.99 0.99 1.26 143 h>601 0.85 -1.8 0.18 _. 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CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 5 of 7 Table 7-Maximum Wind Speed(mph)for HardieShingle Siding' 2017/2020 FBC,2015 \\\1111 i 1 ii t IBC(Ultimate Design 2017/2020 FBC, \\\ /// 2015/2018 IBC \ D RE / Wind,Speed,V,,,)"), PN ___ -_ 1. / (Nominal Design \� 4:,,,....•• w-�/ 2018n Wind Speed,pic Wind,Speed, �� .'4\ +'$.`,'r •�� Design V„„"'') _ C� s i Vs') • No.81662 4 �. � *' ' I * - Applicable to I methods specified --13' ' - Applicable to methods w1 ��" in Exceptions 1 ~O�. STATE OF '��a/�� specified in Section through 3 of Section 1609.1.1.of 2017/2020 1609.1.1 of ��mac'. sLOF�VQp,,, `�`. FBC or 2015/2018 IBC 2017/2020 FBC and a� S .•'!-r-- `� N 2015/2018 IBC Coefficients used in Table 6 calculations ` ,//`•ii fA 1,`\\\ Wind exposure category Wind exposure for V x category Siding K, Product Fastener Fastener Frame Stud Weather Building Design Product Thickness z Spacing to Spacing Exposure Height B C D B C D Load (inches) Type (inches) Type (inches) (in.) (feet) (PSF) Exp B Exp C Exp D Kn lc. GC, GC,; 0-15 125 114 - 97 88 - -22.7 0.7 0.85 1.03 1560 1 0.85 -1.4 0.18 20 125 111 - 97 86 , - -22.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 1.5 in.long Minimum 25 125 - - 97 - - -22.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardieShingle X 0.083 in. 7/16 in. 30 125 - - 97 - - -22.7 ' 0.7 0.98 1.16 1 0.85 -1.4 0.18 Notched Panel- shank X thick OSB 35 123 • - 95 - - -22.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 1/4 13.75 sheathing - 7 40 120 - - 93 - - -22.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 Straight 0.167 in. complying 45 118 - - 92 - - -22.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 Installation HD,ring with DOC- 50 117 - - 90 - - -227 0.81 1.09 1.27 1 0.85 -1.4 0.18 shank nail PS2 55 115 - - 89 - • -22.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 114 - - 88 - -22.7 0.85 ' 1.13 131 1 0.85 -1.4 0.18 100 - - - - -22.7 0.99 1.26 143 1>60 1 0.85 -1.8 0.18 0-15 119 - - 92 - - -20.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 119 - - 92 - . -20.3 0.7 0.9 108 1 0.85 -1.4 0.18 1.5 in.long Minimum 25 119 - 92 - - -20.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 7/16 in. 30 119 - - 92 - - -20.3 0.7 0.98 1.16 f 0.95 -7.4 0.18 HardieShingle X 0.083 in. thick OSB 35 116 - - 90 - - -20.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 Notched Panel- 1/4 shank X 13.75 sheathing - 7 40 114 - - 88 - - -20.3 0.76 1.04 122 1 0.85 -14 0.18 Staggered 0.187 in. complying 45 112 - - 87 - - -20.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 Installation HD,ring with DOC- 50 110 - - I 85 - - -20.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 shank salt P52 - - - - - - 55 -20.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 - - - - - - r -20.3 ' 0.85 1.13 1.31' 1 0.8.5 -14 0.18 100 - - . . -20.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 211 191 174 163 148 134 64.0 0.7 0.85 1.03 1560 1 0.85 -1.4 0.18 20 211 186 169 163 144 131 64.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 1.5 in.long 25 211 182 166 163 141 129 -640 0.7 0.94 1.12 I 0.85 -1.4 0.18 X 0.063 in. 30 211 178 164 163 138 127 -64.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 HardieShingle shank X blind nail at 2X4 wood 35 206 175 161 160 136 125 -64.0 0.73 1.01 1.19 1 0.85 -1.4 018 Notched Panel 1/4 0.187 in. stud SGt0.40 16 7 40 202 173 159 157 134 124 -640 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 199 171 158 154 132 122 -64.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 HD,ring 50 196 169 156 152 131 121 64.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 shank nail 55 193 167 155 150 130 120 54.0 0,83 1.11 1.29 1 0.85 -14 0.18 60 I 191 166 154 1 148 ) 128 ' 119 64.0 086 1.13 131 1 0.86 44 0.18 100 158 140 132 122 109 102 -64.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 150 136 123 116 105 96 -32.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 150 132 120 116 102 93 -32.3 07 0.9 1.08 1 065 -1.4 0.18 25 150 129 118 116 100 92 -32.3 0.7 0.94 1.12 1 0.85 -14 0.18 1.5 in.long 30 150 126 116 116 98 90 -32.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 X 0.083 n- 35 146 125 115 113 96 89 -32.3 ' 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardieShingle 1/4 shank X blind nail at 2X4 wood 24 7 40 144 123 113 111 95 88 -32.3 0.76 1.04 122 1 0.85 -1.4 0.18 Notched Panel 0.187 in. stud SG00.40 45 141 121 112 109 94 87 -32.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 140,ring 50 139 120 111 108 93 86 32.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 shank nail 55 137 119 110 106 92 85 -32.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 136 ' 118 - r 105 ' 91 _ - r -32.3 0.95 1.13 1.31 1 0.85 -14 0.18 100 112 - - 87 - - -32.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 197 179 162 153 , 138 126 56.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 ETBF 0.100 20 197 174 159 153 135 123 -56.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 in.knurled25 ' 197 170 156 153 132 121 -56.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X 2 30 197 166 153 153 129 118 -56.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 HardieShingle in.long X bind nail at 2X4 18ga. 35 193 764 151 149 127 117 -58.0 0.73 1.01 1.19 1 0.85 -7.4 0.18 Notched Panel 1/4 0.313 in. stud Metal Stud 16 7 40 189 162 149 146 125 116 56.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 head 45 186 160 148 144 124 114 56.0 0.785 1.065 1.245 1 0.85 -14 518 diameter 50 183 158 146 142 122 113 -66.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 pin fastener 55 181 156 145 140 121 112 -56.0 083 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 136 120 112 - 56.0 085 1.13 1.31 1 0.85 -1.4 0.18 I I I 100 148 131 I 123 115 102 95 -56.0 099 1.26 143 h>60 1 10.851-1.81 0.18 Client:James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 6 of 7 Table 7•Maximum Wind Speed(mph)for HardieShingle Siding' 2017/2020 FBC,2015 \X‘I 111 1'/r/ IBC(Ultimate Design 2017/2020 FBC, ��\ //� 2015/2018 IBC \ �1 D R E�r�/]. // Wind,Speed,V,,,i°s), (Nominal Design � P,. ----- "-A, / 2018 IBC(Basic Wind,Speed, ti'Z..' - s..• E N$�,` , �� Design Wind Speed, 1,c.,,4'1.5) 1 / Vs') r w No.81662 .` „• * r , * ` Applicable to r - methods specified - r- 1 + Applicable to methods in 1 `�- 73 STATE OF ,r[4/ specified in Section r �'� through 3 Exceptions Section - 0 , ` 1609.1.1.of 2017/2020 1609.1.1 of �F'`.4.OR10II ,,`�``, FBC or 2015/2018 IBC 2017/2020 FBC and / .rroliill//1S/ONA�..11.2 \ 2015/2018 IBC Coefficients used in Table 6 calculations P z ////Mill \\�\ Wind exposure -�---" 11\\\ Wind exposure category category Siding ic Product Fastener Fastener Frame Stud Weather Building Design Product Thicknessz Spacing 10 Spacing Exposure Height' B C D B C D Load (inches) Type (inches) Type (inches) (in.) (feet) (PSF) Exp B Exp C Exp D K> Ka GC, GC,, 0-15 222 201 183 172 156 142 -71.0 0.7 0.85 1.03 8060 1 0.85 -1.4 0.18 20 222 196 179 172 151 138 -71.0 0.7 0.9 1.08 1 0.85 -14 0.18 0.090' Minimum 25 222 191 175 172 148 136 -71.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank x bend nail to 7/16 in. 30 222 187 172 172 145 133 -71.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 HardeShingk 0.215'HD z WSP thick OSB 35 217 185 170 168 143 132 -71.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 1/4 sheathing - 7 40 213 182 168 165 141 130 -71.0 0.76 104 1.22 1 0.85 .1.4 0.18 Notched Panel 1.5'long sheathing complying 45 209 180 166 162 139 129 -71.0 0.785 1.065 1.245 I 0.85 -1.4 0.18 ring shank at 6"o.c. with DOC- 50 206 178 165 160 138 128 81.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 siding nail PS2 55 204 176 , 163 158 136 127 • -71.0 0.83 , 1.11 -1.29 1 0.85 -1.4 0.18 60 201 175 162 156 135 126 -71.0 0.85 1.13 1.31 1 0,85 -1.4 0.18 100 167 148 139 129 114 107 -71.0 0.99 1.26 1.43 1>60 1 0.85 -1.8 0.18 0-15 204 185 168 158 143 130 -60.0 , 0.7 0.85 103 0060 1 0.85 -14 0.18 20 204 180 164 158 139 127 -60.0 0.7 0.9 108 1 0.85 -1.4 0.18 0.080' Minimum 25 204 176 161 158 136 125 -60.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank x blind nail to 7/16 in. 30 204 172 158 158 133 123 -60.0 0.7 0.W 1.16 1 0.85 -14 0.18 HardieShingle 0.215"HD x WSP thick OSB 35 200 170 156 155 131 121 -60.0 0.73 1.01 1.19 1 0.85 -14 0.18 Notched Panel 1/4 1.5'long sheathing sheathing - 7 40 196 167 154 152 130 120 -60.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank at 8'o.c. complying 45 192 165 153 149 128 118 -60.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 with DOC- 50 189 163 151 147 127 117 -60.0 0.81 1.09 127 1 0.85 -1.4 018 siding nail PS2 55 187 162 150 145 125 116 -60.0 0.83 1.11 r 129 1 0.85 -1.4 0.18 60 185 ' 160 ' 149 • 143 . 124 ' 115 • 800 ' 0.85 ' 1.13 1.31 1 0.85 -1.4 0.18 100 153 136 127 119 105 99 -60.0 0.99 1.26 1.43 6>60 1 0.85 -1.8 0.18 0-15 171 155 141 133 120 109 -42.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 171 151 138 133 117 107 -42.3 0.7 0.9 1.08 I 0.85 -1.4 0.18 2 roofing Minimum 25 171 148 135 133 114 105 42.3 0.7 0.94 1.12 I 0.85 -1.4 0.18 HardieShingle nails 15/32 in. 30 171 145 133 133 112 103 42.3 0.7 0.98 1.16 I 085 _-14 0.18 No.11ga.1- thick 35 168 142 131 130 110 102 42.3 0.73 1.01 1.19 I 0.85 -1.4 018 Individual 7.5 inches I 1/4 114 in.long Plywood - 7 40 164 140 130 127 109 100 -42.3 0.76 1.04 1.221 0.85 -1 4 0,18 Cladding roofing nail from complying 45 162 139 128 125 107 99 -42.3 0.785 1.065 1.24511 1 0.85 -14 0.18 Shingles exposedbut with DOC- 50 159 137 127 123 106 98 42.3 0.81 1.09 1.27 I 0.86 -1.4 0.18 t edge PS1 55 157 136 126 122 105 98 42.3 0.83 1.11 1.29 1 0.85 -1,4 018 60 155 I 135 I 125 1 120 1 104 97 f -42.3 085 I 1.93 1 1.39 1 0.96 -1.4 0.18 100 129 114 - 100 88 - 42.3 0.99 1.26 1.43 1>60 1 0.85 -1.8 0.18 _0-15 196 178 162 152 138 _ 125 -55.6 0.7 _ 0.85 _1.03 1-s60 I 0.85 -1.4 0.18 20 196 173 158 152 134 122 -55.6 0.7 0.9 108 1 0.85 -1.4 0.18 Minimum 25 196 169 155 - 152 131 120 -55.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardieShingle 2 roofing 15/32 in. 30 196 166 152 152 128 118 -55.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 Individual No.11ga.1- nails thick 35 192 163 150 149 127 117 -55.6 0.73 1.01 1.19 I 0.85 -1.4 0.18 Cladding 1/4 1/4 in.long 6.5 inches plywood - 6 40 188 161 149 146 125 115 -55.6 0.76 1.04 122 1 0.85 -1.4 0.18 Shingles roofing nail from hull complying 45 185 159 147 144 123 114 -55.6 0.785 1.065 1.245 1 0.85 -1.4 0,18 edge with DOC- 50 182 157 146 141 122 113 -55.6 0.81 1.09 1.27 1 0.85 -14 0.18 PS1 55 180 156 145 140 121 112 65.6 0.83 1.11 129 1 0.85 -1.4 0.16 60 178 154 r 143 77 138 ' 120 111 -55.6 0.85 1.13 1.31 _1 0.85 -1.4 0.18 100 I 147 131 123 114 101 95 -55.6 0.99 1.26 143 1>60 1 0.85 -1.8 0.18 0-15 230 208 189 178 161 147 -76.2 0.7 0.85 1.03 6560 I 0.85 -1.4 0.18 20 230 203 185 178 157 143 -76.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 Minimum 25 230 198 182 178 154 141 86.2 07 0.94 1.12 1 0.85 -14 0.18 2 roofing 15/32 in. 30 230 194 178 178 150 138 -76.2 0.7 0.98 1.16 I 0.85 -1.4 0.18 H ividungle No.11ga.1- nails thick 35 225 191 176 174 148 136 -76.2 0.73 1.01 1.19 1 0.85 -I.4 0.18 Indndividual Cladding 1/4 1/2 in.long 5.5 inches plywood - 5 40 220 188 174 171 146 135 -76.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 Shingles roofing nail from butt complying 45 217 186 172 168 144 133 . -76.2 '0.785 1.065 1.245 1 0.85 -14 0.18 edge with DOC- 50 214 184 171 165 143 132 -76.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 PS1 55 211 182 169 163 141 131 -76.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 208 - 181 ' 168 • 161 140 7 130 -76.2 ' 085 1.13 1.31 1 0.05 -1.4 0.18 1 I 100 173 153 144 134 118 111 -76.2 0.99 1.26 1.43 11>60 1 10.&51 -1.8 0.18 Client:James Hardie Budding Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 7 of 7 Table 7•Maximum Wind Speed(mph)for HardieShingle Siding' 2017/2020 FBC,2015 \\\\1 11 1 1///// IBC(Ultimate Design 2017/2020 FBC, \�\ R 2015/2018 IBC / p EIIV // Wind,Speed,V,, s e)' (Nominal Design \ Pr� • 2018 BC(Basic: �•.S- GE/VS � Wind,Speed, ` •• $' s Design Wind Speed,N. V�a .) V') No.81662 - * ,r , * - Applicable to - I methods specified --1:1,, r Applicable to methods in Exceptions 1 i 1• STATE OF ,%,..41,../r/� specified in Section through 3 of Section o , 1609.1.1.of 2017/2020 1609.1.1 of FBC or 2015/2018 IBC ��(n •FL OR iC"-%•/ ��`� �e� 2017/2020 FBC and S --1" \ N 2015/2018 IBC Coefficients used in Table 6 calculations adk., �/ V/��M6.. �\\\ for Vin -- /j/11/III i 11‘" Wind exposure category Wind exposure category Siding Kr Product Fastener Fastener Frame Stud Weather Building Design Product Thickness , Spacing ,0 Spacing Exposure Hight' B C D B C D Load (inches) Tye (inches) Type (inches) (in.) (feet) (PSF) Exp B Ep C Exp D K, K, CC, GC,. 0-15 162 147 133 125 114 103 -378 0.7 0.85 1.03 1560 1 0.85 -14 0.18 20 162 143 130 125 111 101 -378 0.7 0.9 1.08 1 0.85 -14 0.18 0.091 in. 2sidng Minimum 25 162 140 128 125 108 99 -37.8 0.7 0.94 1.12 1 085 -1.4 0.18 HardieShingle shank X nails 7/16 in. 30 162 137 126 125 106 97 -378 0.7 0.98 1.16 1 0.8.5 -1.4 0.18 Individual 0.221 in. 7.5 inches thick OSB 35 158 135 124 123 104 96 -37.8 0.73 1.01 - 1.19� 1 0-85 -14 0.18 Cladding 1/4 HD X 1.5 ham sheathing - 7 40 155 133 123 120 103 95 -37.8 0.76 1.04 1.22 I 1 0.85 -1.4 5.18 Shingles in.long expOsedGd complying 45 , 153 131 121 118 102 94 -37.8 0.786 1.065,1.245 1 0.85 -1.4 0.18 siding nail t edge with WC 50 150 130 120 117 100 93 -37.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 PS2 55 149 128 , 119 115 100 92 -37.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 147 127 118 114 99 92 -37.8 0.86 1.13 1.31 1 0.85 -1.4 0.18 100 122 - - 94 - - -378 099 1.26 1.43 1,60 1 0.85 -1 8 0.18 0-15 186 168 153 144 130 118 49.7 0.7 0.85 1.03 hs60 1 085 -14 0.18 20 186 164 149 144 127 116 49.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.097 in. Minimum 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardieShingle shank X 2 siding 7/18 in. 30 186 157 144 144 121 112 4 -49.7 0.7 0.98 1.16 1 0.85 -IA 0.18 Individual 0.221 in. nails thick OSB 35 182 154 142 141 120 110 -49.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 1/4 6.5 inches sheathing - 6 40 178 152 141 138 118 109 -49.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 Cladding HD X 1.5 Bras butt complying 45 175 150 139 136 117 108 -49.7 0.785 1.065 1245 1 0.85 -1.4 0.18 Shingles in.long edge with DOC- 50 172 149 138 134 115 107 -49.7 0.81 1.09, 1.27 1 0.85 -1.4 0.18 siding nail PS2 55 170 147 137 132 114 106 _ .49.7 0.83 1.11 , 129 1 0.85 -1.4 0.18 60 168 146 136 - 130 - 113 105 49.7 ' 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 139 124 116 108 96 90 40.7 0.99 1.26 1.43 h'60 1 0.85 -1.0 0.18 015 217 197 179 168 153 139 -68.1 0.7 0.8.5 103 hs60 1 0.85 -1.4 0.18 20 217 192 175 168 148 135 -68.1 0.7 09 1.08 1 0.85 -14 0.18 0.091 in. Minimurn 25 217 187 172 168 145 133 -68.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 HardieShingle shank X 2 siding 7/16 in. 30 217 184 169 168 142 131 , -68.i 0.7 098, 1.16 1 0.85 -1.4 010 nails thick OSB 35 213 181 167 165 140 129 -68.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 Individual 0221 in. ) 1/4 5.5 inches sheathing - 5 40 208 178 164 161 ' 138 127 -68.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 Cladding HD X 1.5 from butt complying 45 205 176 163 159 136 126 -68.1 0.785 1.065 1.245 I 0.05 -1.4 0.10 Shingles in.img edge with DOC- 50 202 174 161 156 135 125 -68.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 siding nail PS2 55 199 172 160 • 154 134 124 -68.1 083 . 1.11 1.29 1 0.85 -1.4 0.18 60 I 197 171 159 153 n 132 I 123 r 88.1 I 005 1.13/ 1.31' 1 585 -1.4 9.18 100 163 145 136 126 112 105 -68.1 0.99 1.26 1.43 1,60 1 0.85 -1.8 0.18 1.Installation must be in accordance with siding manufacturer's instructions. 2.Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3.Budding height=mean roof height(in feet)of a budding,except that eave height shall be used for roof angle 0 less than or equal to 10'(2-12 roof slope). 4 V„4=nominal design wind speed 5.V,4,= ultimate design wind speed 6.Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16:K,,=1,Kd=0.85,GC.=-1.4(hS60),GC1-1.8(h>60),GC4=0.18. 7.2017 and 2020 FBC Section 1609.3.1 Eq.16-33,V„4=V40.6)°'5 8.V=basic design wind speed 9.2018 IBC Section 1609.3.1 Eq.16-33,V„4=V(06f-5 10.WSP attachment lo framing must be designed by the project engineer to resist the wind loads noted in the table LIMITATIONS OF USE: 1)Fastener pullout must be evaluated when installed with species of wood studs other than that which was tested. Client:James Hardie Budding Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 7 of7 Table 7-Maximum Wind Speed(mph)for HardieShingle Siding' 201712020 FBC,2015 \\1\} III', IBC(Ultimate Design 201712020 FBC, �\\ R // s s 2015/2018 IBC ` tkD EIV / Wind,Speed,V„1 ), (Nominal Design \\\V•-"•CEM` •r_7 /� 2018 IBC(Basic Wind,Speed, `\ V Se'y -� Design Wind Speed, Vai44,7,$) i 11.1) * No.81662 '; r r * Applicable to - 1 r - methods specified -11 . '� Applicable to methods =73 ', in Exceptions 1 O• STATE OF ,',4/r� specified in Section through 3 of Section �'' .2:7 1609.1.1.of 2017/2020 FBC or 2015/2018 IBC 1809.1'1 of F 4OR10P \a\� 2017/2020 FBC and /, ,0 .-----' %, \ 2015/2018 IBC Coefficients used in Table 6 calculations for ////1/1111 1\\\\\ Wind exposure category Wind exposure category Siding Ki Product Fastener Fastener Frame Stud Weather Building Design Product 1 hickness 2 Spacing 10 Spacing Exposure Height' B C D B C D Load (inches) Type (inches) Type (inches) (in.) (feet) (PSF) Exp B Exp C Eiip D Ke Ke GC, GC,. 0-15 162 147 133 125 114 103 -37.8 0.7 0.85 1.03 0560 1 0.85 -1.4 0.18 20 162 143 130 125 111 101 -37.8 0.7 0.9 1.08 I 0.85 -1.4 0.18 0.091 in. 2 siring Miamun 25 162 140 128 125 108 99 -37.8 0.7 094 1_12 1 0.85 -1.4 0.18 HardleShinge shark X nails 7/16 in. 30 162 137 126 125 106 97 3/.6 0.7 0.9e 1.16 1 0.85 -1.4 0.18 individual 0.221 in. 7.5 inchesthick OSB 35 158 135 124 123 104 96 37.8 0.73 1.01 1.19 1 0.85 -IA 0.18 114 sheathing - 7 40 155 133 123 120 103 95 -37.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 Cladding HD X 1.5 from Shingles in.lalg exposedWt complying 45 153 131 121 118 102 94 378 0.785 1.065 1.245 1 0.85 -1.4 0.18, siring mai t edge withDOC- 50 150 130 120 117 100 93 -37.8 0.81 1.09 1.27 I 0.85 -1.4 0.18 PS2 55 149 128 119 115 100 92 37.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 147 127 118 114 99 92 37.8 0.86 1-13 1.31 1 0.66 -14 0.18 100 122 - 94 - - -37.8 099 1.26 1.43 h>60 1 0.86 -1.8 018 0-15 186 168 153 144 130 118 49.7 07 0.85 1.03 0580 1 085 -14 0.10 20 186 164 149 144 127 116 -49.7 0.7 0.9 108 1 0.85 -14 0.18 0.091 in. Minimum 25 186 160 147 144 124 114 .49.7 0.7 0.94 1.12 1 0.86 -1.4 0.18 HardieShingle shards X 2 siding 7/16 in. 30 186 157 144 144 121 112 -49.7 0.7 0.96 1.16 1 0.85 -1.4 0.18 hdiv eSldn 0.221 in. nails thick 0.58 35 182 154 142 141 120 110 .49.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 idua1/4 6.5 inches sheathing - 8 40 178 152 141 138 118 109 -49.7 0.78 1.04 1.22 1 0.85 -1.4 0.18 Cladding HD X 1.5 frau butt Shingit.latg complying 45 175 150 139 136 117 108 -49.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 siring mai edge with DOC- 50 172 149 138 134 115 107 .49.7 0.81 1.09 1.27 1 0.86 -1.4 0.18 P52 55 170 147 137 132 114 106 .49.7 0.83 1.11 1.29 1 0.86 -1.4 0.18 60 168 146 136 130 113 105 49./ 0.86 1.13 1.31 1 0.85 -14 0.18 100 139 124 116 108 96 90 .497 0.99 1_26 1.43 1>60 1 0.85 -1.0 0.18 0-15 217 197 179 168 153 139 -68.1 0.7 0.86 1.03 1,580 1 0.85 -1.4 0.19 20 217 192 175 168 148 135 88.1 0.7 0.9 1.08 1 0.95 -1.4 0.18 0.091 in. Mirdmun 25 217 187 172 168 145 133 88.1 0.7 0.94 1.12 1 0.86 -1.4 0.18 Hardie5ldngle shank X 2 siding 7/161n. 30 217 184 169 168 142 131 88.1 0.7 0 9e 1.16 I 0.85 -1.4 0.18 Individual 0.221 in. nails thick OSB 35 213 181 167 165 140 129 88.1 0.73 1A1 1.19 1 0.85 -1.4 0.18 Cladding1/4 HD X 1.5 5-5 inches sheathing - 5 40 208 178 164 161 138 127 88.1 0.76 1.04 1.22 1 0.85 -14 0.18 from butt emptying 45 205 176 163 159 136 126 88.1 0.785 1.085 1.245 1 0.85 -1.4 0.16 Shingles n.long edge with DOC- 50 202 174 161 156 135 125 88.1 0.81 1.09 127 1 0.86 .1 4 0.18 siring nal PS2 55 199 172 160 154 134 124 -68.1 083 1.11 129 1 0.85 -1.4 0.18 60 197 171 159 153 132 123 -68.1 0.65 1.13 1.31 1_0.85 -1.4 0.18 100 163 145 136 _ 126 112 105 88.1 099 1.26 1.43 1>60 t 0.85 -18 0.18 1.Installation must be in accordance with siding manufacturer's instructions. 2.Knurled shank pins shad penetrate the metal framing at least 1/4 inch. 3.Budding height=mean roof height(in feet)of a budding,except that save height shad be used for roof angle O less than or equal to 10'(2-12 roof slope). 4.V,,,,n=nominal design wind speed 5.V„,= ultimate design wind speed 6.Wind speed design coefficient assumptions per Section 30.4 of ASCE 7-10 and ASCE 7-16:K, 1,I(n=0.85.GCy=-1.4(0460),GC,'-1.8(h>60),GC1,=0.18. 7.2017 and 2020 FBC Section 1609.3.1 Eq.16-33,V,.,=V,m(0.6)15 8.V=basic design wind speed 9.2018 IBC Section 1609.3.1 Eq.16-33,V,,,=V(0.6)°S 10.WSP attachment to framing must be 4059090 by the project engineer to resist the wind loads noted In the table LIMITATIONS OF USE: 1)Fastener pullout must be evatated when installed with species of wood studs other than that which was tested. Client James Hardie Building Products,Inc. CAE Engineering Report No.:2001-10.2.4 December 1,2020 Page 6 of 7 Table 7-Maximum Wind Speed(mph)for HardieS hingle Siding' \�v\1111111////��i 2017/2020 FBC,2015 IBC(Ultimate Design 2017201/2020 FBC, \ BC \ p RE+!. / Wind,Speed,V,41'a (NomiDesignna8l P� ___ - t. // )' (Nominalpd \\ y• --GE(y- '9 �/ 2ota WeIBC(Befit wine,speed, `� •--tv� zs�`, �j Design Wind Speed, V�a.7.$) _ i Ve") a r - No.81662 *, ,* Applicable to methods specified --13.A' �' Applicable to methods in Exceptions 1 i'A raa STATE OF rspecij(/ 609.1.. in Section through 3 of Section Q 1809.1.1.of 201712020 .4t`'` c�OR10� `a�� FBC or2015/2018IBC 1609.1.1 of -s� 2017/2020 FBC and i�/ \\ 2015/2018 IBC Coefficients used in Table 6 calculations !1 A for V„z - ///,�/�O�~�-�A.- Wind exposure category Wind exposure category Siding Kr Product Fastener Fastener Frame Stud Weather Building Design Product Thickness 7 Spacing ,0 Spacing Exposure Height' 8 C D B C D Load (inches) Type (Inches) Type (inches) (in.) (feet) (PSF) Exps ExpC Exp ID it,., lc, GC„ GC,,, 0-15 222 201 183 172 156 142 -71.0 0.7 0.86 1.03 hs60 1 0.85 -1.4 0.18 20 222 196 179 172 151 138 -71.0 0.7 0.9 1.08 7 0.85 -1.4 0.18 0.090' Minimum 25 222 191 175 172 148 136 -710 0.7 0.94 1.12 1 085 -1.4 0.18 shank z bind nail l0 7/16 in. 30 222 187 172 172 145 133 410 0./ 0.98 1.16 1 0.85 -14 0.18 Hare Shingle 0.215'HD z WSP tick OSB 35 217 185 170 168 143 132 -71.0 0.73 1.01 1.19 1 0.85 -14 0.18 Notched Panel 1/4 1.5'long sl'eeti'ng sheathing - 7 40 213 182 168 165 141 130 -71.0 0.78 1.04 1.22 1 0.86 -1.4 0.18 ling shank at 8'o.c. ccolOYM9 45 209 180 166 162 139 129 -71.0 0.786 1.065 1.245 1 0.85 -1.4 0.18 siting nal with WC 50 206 178 165 160 138 128 -71.0 0.81 1.09 127 1 0.85 -1.4 0.18 PS2 l 55 204 176 163 158 136 127 -710 0.83 1.11 129 1 0.86 4.4 0.18 60 201 175 182 156 135 126 -71.0 0.85 1.13 1.31 1 0.85 -14 0.18 100 167 148 139 129 114 107 -71.0 0.99 1.28 1.43 5'80 1 0.85 -1.8 0.18 0-15 204 185 168 158 143 130 60.0 0.7 0.85 1.03 11560 1 0.85 -1.4 0.18 20 204 180 164 158 139 127 80.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090' Miriu mn 25 204 176 161 158 136 125 -60.0 0.7 0.94 1.12 1 0.85 -14 0.18 shank z blind nail to 7/16 in. 30 204 172 158 158 133 123 -60.0 0.7 0.98 1.16 I o 85 -14 0.18 Hardte8hngle 0.215'HD x WSP thick OSB 35 200 170 156 155 131 121 -60.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 Notched Patel 1/4 1.5'long sheathing sheathing - 7 40 196 167 154 152 130 120 -60.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank 8'o.c complying 45 192 185 153 149 128 118 -60.0 0.786 1.085 1.245 1 0.85 -1.4 0.18 siting nal with Doc. 50 189 163 151 147 127 117 80.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 PS2 55 187 162 150 145 125 116 -60.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 185 160 149 143 124 115 -60.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 153 136 127 119 105 99 80.0 0.99 1.26 1.43 11160 1 0.86 -1.8 0.18 0-15 171 155 141 133 120 109 -42.3 0.7 0.85 1.03 hs60 1 0.85 4.4 0.18 20 171 151 138 133 117 107 -42.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 2 roofing Minimum 25 171 148 135 133 114 105 423 0.7 0.94 1.12 1 0.85 -1.4 0.18 HadleSringle nails 15/32 in. 30 171 145 133 133 112 103 -42.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 ndMdual No.11ga.U 7.5 inches thick 35 168 142 131 130 110 102 -42.3 0.73 1.01 1.19 1 0.85 -14 0.18 1/4 1/4 10.long plywood - 7 40 164 140 130 127 109 100 42.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 Cladding from �� rooting nal exposed Wt complying 45 182 139 128 125 107 99 42.3 0,785.1.065 1245 1 0.85 -1.4 0,18 t edge with DOC- 50 159 137 127 123 106 98 123 0.81 1.09 127 1 0.85 -1.4 0.18 PS1 55 157 138 128 122 105 98 -42.3 0.83 1.11 1.29 1 0.86 -1.4 0.18 60 155 135 125 120 104 97 -42.3 0.86 1.13 1.31 1 0.86 -1.4 0.16 100 129 114 - 100 88 _ - -42.3 009 1.26 143 1,>60 1 0.86 -1.8 0.15. 1 1 1 I I I I 1 0-15 I 180 I 176 I 104 1 151 1 136 I 115 1 056 1 u./ I u.ra 1 1 OS Mello 1 1 10.a11-1.4 10.10{ 1 1 1 I 1 I I cu I /yo_j__va_I 100 I 10‘ I 1,14 1 111. I.. fab I_.u_:_I u.9 I lab I 1 I 10.85 I 1.4 1 0.18 1 • • 45 1 195 1 105' I 1J1", 1 It, I 121 1 1Q1 I 85.6 11,;,q I .111 1 11 V. 1.41 11!:! I 12 rootng I 15/32 n. I I 1 30 1 198 168 152 152 1 128 1 110 ebb I o.7 10.98 1.ib i i 1 1 085 a-14 1 0.1a I 1 l 1 1 1 1 :8888.. i S5 i 192 1 163 1 150 ( 149 ( 127 117 { -56.6 10.;3 10; i ie ,r, t o ..m: i L.:h c I l i i i 1 ic66(-1410,i8i 1 i i i i i i l am i 148 i 101 r 12, 1 1 _ 1 In. 1 a= 1 i ..nn i •,e 1 . ,1..<- 1 .. :1 _ of ( 'ndi4dual l I I i i I i i I 106 i 173 I 163 j 144 j 134 I 118 i 111 j -/622 15.99 i i 26 1 14.:Ih+60 j I 10/6 i-10 i 0181