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• A as � � S@` 0 as \�f\.' b �\, �a N���`i �\ .\ L artisan ..°,, ,,.,. as \a.; .. ., a <,a,a '` .+t' . Siding I Trim.., Artisan® Siding with Lock 40011- :4-4.' tem All national,state,and local building code requirements must be folowed and where they are mom dtinge nt than the Artisan®Lap Sling installation requrements,state and local re uirements will take recedence. This document applies to the following Artisan@ Siding products with the Lock Joint System:Artisan V-Groove,Artisan Square Channel,Artisan Bevel Channel,Artisan Cove,and Artisan Shiplap.The use of these products are limited to buildings (residential,commercial,and multifamily) not exceeding 85 feet in height. 6770 COTFI KS 5.7— P a — ea. ,G i ral .. I� ; s aY��,' e ° ,, ,. \ a, a. .. . A\ .wt '� \ ° ^V>�,gaga ..�° �' ;a. � .. a \, a.:��s�...... Artisan Siding with Lock Joint System is noncombustible fiber-cement siding,manufactured by James Hardie Building Products Inc. 'Product C :',: Thickness-5/8 inch Length-12 feet Width-Available in 8'/4 or 10'/<inches �. 1. y`;.‘iit.„AXZK ew,ZM IWa,h` .X; .,' .. 0.�°. Pqk :Mt NI I \. .UIq \ ,`a. Artisan Siding with Lock Joint System is a Grade II,Type A,fiber-cement flat sheet as defined by ASTM C 1 186. The siding is manufactured by the Hatschek process and cured by high pressure steam autoclaving. Code Com•liance LV`:\ P\Y.,... . ' a ,.. ,. :.. - 'W e� ; Artisan Siding with Lock Joint System complies with: • The 2006,2009,2012, and 2015 International Building Code@(IBC) Section 1404.10 and 2006,2009, 2012, and 2015 International Residential Code@(IRC) Table R703.4 and SectionR703.10.1 as ASTM C 1186 Grade II, Type A (ISO 8336, Category A, Class 2) Fiber Cement. Wind Design: • Design Tables 2 and 3 provide allowable capacity in mph for transverse load conditions for Artisan Siding with Lock Joint System attached to either wood or metal framing,tested in accordance to ASTM E 330. • Wood framing and furring shall have a s.g.of 0.42 or greater unless otherwise stated. • Metal framing and furring shall be a minimum of 20 gauge structural (33 mil) to a maximum of 16 gauge (54 mil). I Fire Characteristics: • Artisan Siding with Lock Joint System is classified as noncombustible when tested in accordance with ASTM E136. • Artisan Siding with Lock Joint System may be used in ASTM El 19 fire resistance rated assemblies as listed by Wamock Hersey (for more information,contact James Hardie at 1-888 J-HARDIE (1-888 542-7343) or info®JamesHardie.com):60 minute design JH/ FCS 60-01,JH/FCS 60-02,and JH/FCS 60-04. • Artisan Siding with Lock Joint System are Class A material according to 2006,2009,2012,and 2015 IBC Section 803.1.1.Surface burning characteristics in accordance with ASTM E 8 4: Flame Spread Index=0 and Smoke Developed Index 5.5. • The building official reserves the right to approve alternate materials,design and methods of construction based on research j reports and/or tests based on 2006,2009,2012,and 2015 IBC Section 104.11, 2006,2009,2012,and 2015 IRC Section R104.11. • Test reports can be furnished to the building official upon request,contact your local James Hardie sales representative. • Artisan Siding with Lock Joint System shall be installed on exterior walls braced in accordance with the applicable building code. • A water-resistive barrier complying with Section 1403.2 of the IBC or Section R703.2 of the IRC is required to be installed. • Install Artisan lap siding in accordance with this report and the James Hardie's published installation requirements. For a copy contact your local James Hardie sales representative or visit or www.JamesHardie.com. Ra ,a'\i a ax. ua s.„1.ca + .: A€x, a t , *,sue s. a ! € E a LWAI `ra a..Q. � � �� �e�,8a�.a. S,�a� �.a.»a..?�.3�e� .� �L .i"�...�°.�.m .m � ..�.�.°a�,. �:,,.'';�e.,msa.� .' �R� Warnock Hersey ASTM Test Method 'General Property lunitorCharacteristic Requirement Result AUTHORIZATION TO Length ±0.5%ar±lr4in MARK Width ±0.5%or31/4m ;n ASTM C11ES Drmenslonal Tolerances thickness ±0,04 in Pass dsquareness <1/32 in/ft of length rs Edge Straightness s1/32 in/ft of length Q v ASTM CISRS Density,ib/ft> As reported F.75 ASTM CS331 Water Tightness Physical ObservationsNa drag formation Pass US ASTM chat riexb,ral Strength Wet conditioned,psi >1015 psi Pass Equilibrium conditioned,psi >1450 psi STE ASTM C1165 Warm Water Resistance,Observations Physical Observations No visible cracks or structural alteration Pass r ASIMCII&5 HeatiRainResistance Physical Observations Novrs€blecracksor structural alteration Pass Intertek e Physical Observations No visible cracks or structural alteration m ASTM C1185 =reeze,r[haw Resistance Mass Loss,% <_3.4% Pass LISTED a Freeze/Thasc,%strength retention >St,>Yc AcT?A 6)1 '.IV Accelerated Weathering Test Phytiral Observations No cracking,Checking,or crazing Past Client # 8518, Flame Spread index(PSl) 0 17• ASTM E34 Surface Burning Characteristics Smoke Developed index(SDI) 5 s e fuel Contributed 0 t ea Intertek R tCFPA Class A s Uniform Building Code Class As reported 1 u !I! Uniform Building Code*class A iL ASTM E136 Yoncombustibilitp Noncombustible Pass Page 1 of 15 • artisan \ \ \\ �\\\\\ Siding Trim.. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be fo lowed and where they are mom stringent than the Artisan Siding with Lock Joint System installation requirements, Allowable Wind Speed(mph)for Artisan&V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate IRC(Basic Wind Speed, Design Wind Speed, 4,5,e 4,5 Vasa) Vult) Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame Product Thickness (inches) Type Method Type Spacing Design Height2'3 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 173 157 142 134 121 110 20 173 152 139 134 118 108 25 173 149 136 134 115 106 30 173 146 134 134 113 104 35 169 144 132 131 111 103 No.11ga. 40 166 142 131 128 110 101 Artisan® X1-1/4" Blind 2X4 DF-L 45 163 140 129 126 108 100 Siding 5/8 8-1/4 long nailed at stud 16 43.0 50 160 138 128 124 107 99 (V-Groove) roofing each stud 55 158 137 127 123 106 98 nail 60 157 136 126 121 105 98 65 138 120 112 107 93 87 70 137 119 111 106 92 86 75 135 118 111 105 92 86 80 134 117 110 104 91 85 85 133 117 109 103 90 85 0-15 159 144 131 123 112 102 20 159 140 128 123 109 99 25 159 137 126 123 106 97 30 159 134 124 123 104 96 35 156 132 122 121 103 94 No.11ga. 40 153 130 120 118 101 93 Artisan® X1-1/4" Blind 2x4 45 150 129 119 116 100 92 Siding 5/8 8-1/4 long nailed at 16 36.5 50 148 127 118 114 99 91 (V-Groove) roofing each stud SPF stud 55 146 126 117 113 98 91 nail 60 144 125 116 112 97 90 65 127 111 103 99 86 80 70 126 110 103 98 85 80 75 125 109 102 96 84 79 80 123 108 101 95 84 78 85 122 107 101 95 83 78 0-15 141 128 116 109 99 90 20 141 124 113 109 96 88 25 141 121 111 109 94 86 30 141 119 109 109 92 85 35 138 117 108 107 91 84 No.11ga. 40 135 115 107 105 89 83 Artisan® X1-1/4" Blind 2X4 DF-L 45 133 114 106 103 88 82 Siding 5/8 8-1/4 long nailed at stud. 24 28.6 50 131 113 104 101 87 81 (V-Groove) roofing each stud 55 129 112 104 100 87 80 nail 60 128 111 103 99 86 80 65 113 - - 87 - - 70 111 - - 86 - - 75 110 - - 85 - - 80 109 - - 84 - - 85 108 - - 84 - - Page 2 of 15 artisan Siding I Trim. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are more stringent than the Artisan Siding with Lock Joint System installation requrements, W state and bcalr•,uimm ents wil fake •recedenis. .. .. ... � ��"��... �yA,�AA..�yyy. ... •vy\.y., A.,.: ...,..:.a\.�.,\�.vyVA\ �\\. Allowable Wind Speed(mph)for Artisan®V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate Design Wind Speed, IRC(Basic Wind Speed, n,s,s 4,5 Vazd) Vull) Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building Product Thickness z'(inches) Type Method Type Spacing Design Height3 B C D B C D (in.) (in.) Load(psf) (ft.) 0-15 130 118 107 100 91 83 20 130 114 104 100 89 81 25 130 112 103 100 87 79 30 130 110 101 100 85 78 35 127 108 99 98 84 77 No.11ga. 40 124 106 98 96 82 76 Artisan® X1-1/4" Blind 2x4 45 122 105 97 95 81 75 Siding 5/8 8-1/4 long nailed at , 24 24.3 50 121 104 96 93 81 75 (V-Groove) roofing each stud SPF stud 55 119 103 96 92 80 74 nail 60 118 102 95 91 79 73 65 104 - - 81 - - 70 103 - - 80 - - 75 102 - - 79 - - 80 101 - - 78 - - 85 - - - - - - 0-15 152 138 125 118 107 97 20 152 134 122 118 104 95 25 152 131 120 118 102 93 30 152 128 118 118 99 91 0.092" 35 149 126 116 115 98 90 shankX 40 146 125 115 113 97 89 Artisan® 0.222"HD Blind 2X4 45 143 123 114 111 95 88 Siding 5/8 8-1/4 X2.0"long nailed at SPF stud' 16 33.3 50 141 122 113 109 94 87 (V-Groove) corrosion each stud 55 139 121 112 108 93 87 resistant 60 138 120 111 107 93 86 nail 65 122 106 - 94 82 - 70 120 105 - 93 81 - 75 119 104 - 92 81 - 80 118 103 - 91 80 - 85 117 103 - 90 79 - 0-15 118 107 98 92 83 76 20 118 104 95 92 81 74 25 118 102 94 92 79 72 30 118 100 92 92 77 71 0.092" 35 116 98 91 90 76 70 shankX 40 114 97 90 88 75 69 Artisan® 0.222"HD Blind 2x4 45 112 96 89 87 74 69 Siding 5/8 8-1/4 X2.0"long nailed at ' 24 20.2 50 110 95 88 85 73 68 (V-Groove) corrosion each stud SPF stud 55 109 94 87 84 73 67 resistant 60 107 93 86 83 72 67 nail 65 - - - - - - 70 - - - - - - 75 - - - - - - 80 - - - - - - 85 - - - - - - Page 3 of 15 £ffecbve April2018 artisan \yTECHNICAL\ DATA SHEET ,\ Siding , Trim,. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be fo lowed and where they are more stringent than the Artisan Siding with Lock Joint System installation requieme nts, state and bcalr-•uirements wil take.recedence. Table 2, Wind Desi en Table \�� �\�\\'�\\\\�\\\\� .�\\�\\ ��\\�\\\�\,\\_ .�\,�o\\\�\\\\��\\\��\�\��\�`�\��\�\\�\�\\ Allowable Wind Speed(mph)for Artisan)V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate IRC(Basic Wind Speed, Design Wind Speed, Vac) Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame Product Thickness (inches) Type Method Type Spacing Design Heightz's BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 245 222 202 190 172 156 20 245 216 197 190 167 153 25 245 211 194 190 164 150 30 245 207 190 190 160 147 35 240 204 188 186 158 145 0.092" 40 235 201 186 182 156 144 Artisan® shankx Face 2X4 DF-L 45 231 199 184 179 154 142 Siding 5/8 8-1/4 0.222"HD nailed at stud' 16 86.6 50 228 196 182 176 152 141 (V-Groove) x2.5"long each stud 55 225 194 180 174 151 140 siding nail 60 222 193 179 172 149 139 65 196 171 159 152 132 123 70 194 169 158 150 131 122 75 192 168 157 149 130 122 80 190 166 156 147 129 121 85 188 165 155 146 128 120 0-15 197 179 162 153 138 126 20 197 174 159 153 135 123 25 197 170 156 153 132 121 30 197 166 153 153 129 118 35 193 164 151 149 127 117 0.092" 40 189 162 149 146 125 116 Artisan® shankx Face 2x4 45 186 160 148 144 124 114 Siding 5/8 8-1/4 0.222"HD nailed at ' 16 56.0 50 183 158 146 142 122 113 (V-Groove) x2.5"long each stud SPF stud 55 181 156 145 140 121 112 siding nail 60 179 155 144 138 120 112 65 158 137 128 122 106 99 70 156 136 127 121 105 98 75 154 135 126 120 105 98 80 153 134 125 118 104 97 85 151 133 125 117 103 97 0-15 200 181 165 155 141 128 20 200 176 161 155 137 125 25 200 173 158 155 134 122 30 200 169 155 155 131 120 35 196 166 153 152 129 119 0.092" 40 192 164 151 149 127 117 Artisan® shank x Face 2X4 DF-L 45 189 162 150 146 126 116 Siding 5/8 8-1/4 0.222"HD nailed at 24 57.7 50 186 160 148 144 124 115 (V-Groove) x2.5"long each stud stud 55 184 159 147 142 123 114 siding nail 60 181 157 146 141 122 113 65 160 139 130 124 108 100 70 158 138 129 123 107 100 75 157 137 128 121 106 99 80 155 136 127 120 105 99 85 154 135 127 119 105 98 Page 4 of 15 arisan � ��w�e�A,�e V ���. M01 Siding Trim.. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are more stringent than the Artisan Siding with Lock Joint System installation requrements, Table 2,Wind Degstate and bcal re.uiremants wil take.recedenre. Allowable Wind Speed(mph)for Artisan®V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC,2015 2012 IRC,2009 IBC& Design Wind Speed,IRC(Ultimate IRC(Basic Wind Speed, a,s,s 4,5 Vasd) Vult) Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame 3 Product Thickness (inches) Type Method Type Spacing Design Height2' BCDBCD (in.) (in.) Load(pat) (ft.) 0-15 161 146 132 124 113 103 20 161 142 129 124 110 100 25 161 139 127 124 107 98 30 161 136 125 124 105 97 35 157 134 123 122 104 95 0.092" 40 154 132 122 119 102 94 Artisan® shankx Face 2x4 45 152 130 121 118 101 93 Siding 5/8 8-1/4 0.222"HD nailed at SPF stud' 24 37.3 50 149 129 119 116 100 92 (V-Groove) x2.5"long each stud 55 148 128 118 114 99 92 siding nail 60 146 126 117 113 98 91 65 129 112 104 100 87 81 70 127 111 104 99 86 80 75 126 110 103 98 85 80 80 125 109 102 96 85 79 85 124 109 102 96 84 79 0-15 222 201 183 172 156 141 20 222 195 178 172 151 138 25 222 191 175 172 148 136 30 222 187 172 172 145 133 35 217 184 170 168 143 132 0.092" 40 213 182 168 165 141 130 Artisan® shankx Face 2x4 45 209 180 166 162 139 129 Siding 5/8 8-1/4 0.222"HD nailed at , 16 70.9 50 206 178 165 160 138 127 (V-Groove) x3"long each stud SPF stud 55 203 176 163 158 136 126 siding nail 60 201 174 162 156 135 125 65 178 154 144 138 120 111 70 176 153 143 136 119 111 75 174 152 142 134 118 110 80 172 151 141 133 117 109 85 170 150 140 132 116 109 0-15 181 164 149 140 127 116 20 181 160 146 140 124 113 25 181 156 143 140 121 111 30 181 153 141 140 118 109 35 177 151 139 137 117 108 0.092" 40 174 148 137 135 115 106 Artisan® shankx Face 2x4 45 171 147 136 132 114 105 Siding 5/8 8-1/4 0.222"HD nailed at i 24 47.3 50 168 145 134 130 112 104 (V-Groove) x 3"long each stud SPF stud 55 166 144 133 129 111 103 siding nail 60 164 142 132 127 110 102 65 145 126 117 112 98 91 70 143 125 117 111 97 91 75 142 124 116 110 96 90 80 140 123 115 109 95 89 85 139 122 115 108 95 89 Page 5 of 15 artisan Siding Trim.. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be followed and where they are more stringent than the Artisan Siding with Lock Joint System installation requiements, state and bcalre,uimments wit take•recedenr.e. Allowable Wind Speed(mph)for Artisan®V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate IRC(Basic Wind Speed, Design Wind Speed, as,e as V�d) Wind evosure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame Product Thickness (inches) Type Method Type Spacing Design Height23 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 209 190 172 162 147 133 20 209 184 168 162 143 130 25 209 180 165 162 140 128 0.090" 30 209 177 162 162 137 126 shankX Attached to 35 205 174 160 159 135 124 0.21 HD Blind 7/16" 7/16" 40 201 172 158 155 133 123 Artisan® wood WSP 45 197 169 157 153 131 121 Siding 5/8 8-1/4 X 1.5"long nailed at structural attache 63.1 50 194 168 155 151 130 120 (V-Groove) corrosion 6"O.C.on panel d per 55 192 166 154 149 129 119 resistant sheathing sheathing code 60 190 165 153 147 127 118 ringshank only 65 168 146 135 130 113 105 nail 70 166 144 135 128 112 105 75 164 143 134 127 111 104 80 162 142 133 125 110 103 85 161 141 133 124 109 103 0-15 172 156 142 133 121 110 20 172 152 138 133 117 107 25 172 148 136 133 115 105 30 172 145 134 133 113 103 35 168 143 132 130 111 102 0.100" 40 165 141 130 128 109 101 Artisan® shankx Blind 20ga. 45 162 139 129 126 108 100 Siding 5/8 8-1/4 1.5"long x nailed at STR steel 16 42.7 50 160 138 128 124 107 99 (V-Groove) 0.313"HD each stud stud 55 158 137 127 122 106 98 ET&Fpin 60 156 135 126 121 105 97 65 138 120 111 107 93 86 70 136 119 111 106 92 86 75 135 118 110 104 91 85 80 133 117 109 103 91 85 85 132 116 109 102 90 84 0-15 140 127 116 109 99 90 20 140 124 113 109 96 88 25 140 121 111 109 94 86 30 140 119 109 109 92 85 35 138 117 108 107 91 83 0.100" 40 135 115 106 104 89 82 Artisan® shank x Blind 20 ga. 45 133 114 105 103 88 82 Siding 5/8 8-1/4 1.5"long x nailed at STR steel 24 28.5 50 131 113 104 101 87 81 (V-Groove) 0.313"HD each stud stud 55 129 112 103 100 86 80 ET&F pin 60 127 111 103 99 86 80 65 113 - - 87 - - 70 111 - - 86 - - 75 110 - - 85 - - 80 109 - - 84 - - 85 108 - - 84 - - Page 6 of 15 artisan , ‘,‘„ , Siding i Trim.. Artisan®Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are more stringent than the Artisan Siding with Lock Joint System installation requirements, state and bcelre,uirements wit take•recedence. O\ .. :. Allowable Wind Speed(mph)for Artisan@ V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate IRC(Basic Wind Speed, Design Wind Speed, a,s,s 4,5 Vasd) Vult) Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame Product Thickness (inches) Type Method Type Spacing Design Heighta3 BCDBCD (in.) (in.) Load(paf) (ft.) 0-15 225 204 186 175 158 144 20 225 199 181 175 154 141 25 225 194 178 175 151 138 30 225 190 175 175 147 136 35 221 188 173 171 145 134 0.100" 40 216 185 171 167 143 132 Artisan® shankx Face 20ga. 45 213 183 169 165 141 131 Siding 5/8 8-1/4 1.5"long x nailed at STR steel 16 73.3 50 209 181 167 162 140 130 (V-Groove) 0.250"HD each stud stud 55 207 179 166 160 139 129 ET&F pin 60 204 177 165 158 137 128 65 181 157 146 140 122 113 70 178 156 145 138 121 113 75 177 154 144 137 120 112 80 175 153 143 135 119 111 85 173 152 143 134 118 111 0-15 184 167 152 143 129 118 20 184 162 148 143 126 115 25 184 159 145 143 123 113 30 184 156 143 143 120 111 35 180 153 141 140 119 109 0.100" 40 177 151 139 137 117 108 Artisan® shankx Face 20ga. 45 174 149 138 135 116 107 Siding 5/8 8-1/4 1.5"long x nailed at STR steel 24 48.9 50 171 147 137 133 114 106 (V-Groove) 0.250"HD each stud stud 55 169 146 136 131 113 105 ET&F pin 60 167 145 135 129 112 104 65 147 128 119 114 99 92 70 146 127 119 113 98 92 75 144 126 118 112 98 91 80 143 125 117 110 97 91 85 141 124 117 110 96 90 0-15 193 175 159 150 136 123 20 193 171 156 150 132 121 3/4"thick 25 193 167 153 150 129 118 by 3.5" 30 193 163 150 150 127 116 No.8 X Blind wide wood 35 189 161 148 147 125 115 1.25"long fastened furring 7,8,9 40 186 159 146 144 123 113 Artisan® X0.375" into attached to 45 183 157 145 141 121 112 Siding 5/8 8-1/4 HD ribbed furring 2X4 SPF 16 54.0 50 180 155 144 139 120 111 (V-Groove) wafer onlyat 55 178 154 142 138 119 110 head each stud studio'. 60 175 152 141 136 118 109 screws location 20 STR ga 65 155 135 125 120 104 97 steel 70 153 134 125 119 104 97 framing 75 152 132 124 117 103 96 80 150 131 123 116 102 95 85 149 131 123 115 101 95 Page 7 of 15 artisan \a�.,a�����a���.a��aa�aa Siding Trim. Artisan® Siding with Lock Joint System • All national,state,and local building code requirements must be followed and where they are mom stringent than the Artisan Siding with Loth Joint System installation requrements, state and bcal re.uiremants wit take.recedenm. 1)esi .�.� �� \ �� \�.�...\ �.�\� .� �ti . \ �.. tip. Allowable Wind Speed(mph)for Artisan®V-Groove Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2015 IBC, 2012 IRC,2009 IBC& 2015 IRC(Ultimate IRC(Basic Wind Speed, Design Wind Speed, 4,5,6 Vult)4,5 Vasd) Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame Product Thickness (inches) Type Method Type Spacing Design Heightz'3 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 158 143 130 122 111 101 20 158 139 127 122 108 98 3/4"thick 25 158 136 125 122 106 97 by3.5" 30 158 133 123 122 103 95 No.8 X Blind wide wood 35 155 131 121 120 102 94 1.25"long fastened 789 40 152 130 120 117 100 93 Artisan® X0.375" into furring 45 149 128 118 115 99 92 Siding 5/8 8-1/4 HD ribbed furring attached to 24 36.0 50 147 127 117 114 98 91 V-Groo wafer onlyat 2X4 SPF 55 145 125 116 112 97 90 ( ms) head each stud stud'or 60 143 124 115 111 96 89 screws location 20 STR ga 65 127 110 102 98 85 79 steel 70 125 109 102 97 85 79 framing 75 124 108 101 96 84 78 80 122 107 100 95 83 78 85 121 107 100 94 83 78 1.Or lumbers with an assigned specific gravity of z 0.42 for SPF stud and>_0.50 for DEL stud. 2.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle O less than or equal to 10°(2-12 roof slope). 3.Linear interpolation of building height and w ind speed is permitted,except for building heights between 60 ft and 65 ft,which could be done through analysis. 4.V„ir=ultimate design w ind speed;Vasd=norrnal design w ind speed. 5.Wind speed design assurrptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:K 1,Kd=0.85,GCP=1.4(h<_60),GCp=-1.8(h>60),GC0;=0.18. 6.For 2009 IBC/IRC,2006 IBC/IRC,Importance Factor,I=1,was used for calculations. 7.Furring attachment to structural fram ng mentsers is the responsibility of the building designer. 8.Wood furring shall be preservative treated per AWPA. 9.Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS;or wood structural panel,conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. Page 8 of 15 rtri v wavv�a�ewc`v�u�ea\vv�'�!!\�ca�wv�s`�...> ��...v � �...� �A �..v. aaZae�wwvvaya��lv\\ Siding I Trim, Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are mom stringent than the Artisan Siding with Lock Joint System installation requirements, state and bralre.uirements wil take•recedenm. Table Wind Des' _�shy�C�����F�`��v\ Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,Vs!)4'5 Vasd)4,5,6 Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building Product Thickness z•(inches) Type Method Type Spacing Design Height3 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 227 206 187 175 159 145 20 227 200 182 175 155 141 25 227 195 179 175 151 139 30 227 191 176 175 148 136 Artisan® Siding 8d ring 35 222 189 174 172 146 135 (Bevel shank 40 217 186 172 168 144 133 siding Face 45 214 184 170 166 142 132 Channel, 2X4 DF-L 5/8 10-1/4 nail, nailed at , 16 74.1 50 211 182 168 163 141 130 Shiplap, (0.092"x each stud stud 55 208 180 167 161 139 129 Square 2.5"x 60 206 178 166 159 138 128 Channel) 0.222") 65 182 158 147 141 122 114 70 179 157 146 139 121 113 75 177 155 145 137 120 112 80 176 154 144 136 119 112 85 174 153 144 135 118 111 0-15 185 168 152 143 130 118 20 185 163 149 143 126 115 25 185 160 146 143 124 113 30 185 156 144 143 121 111 Artisan® 8d ring 35 181 154 142 140 119 110 Siding shank 40 178 152 140 137 118 109 (Bevel siding Face 45 175 150 139 135 116 107 Channel, 2X4 DF-L 5/8 10-1/4 nail, nailed at , 24 49.4 50 172 148 137 133 115 106 Shiplap, (0.092"x each stud stud 55 170 147 136 132 114 106 2.5"x 60 168 146 135 130 113 105 Square 0.222" Channel) ) 65 148 129 120 115 100 93 70 147 128 119 114 99 93 75 145 127 119 112 98 92 80 143 126 118 111 97 91 85 142 125 117 110 97 91 0-15 182 165 150 141 128 116 20 182 161 147 141 125 114 25 182 157 144 141 122 112 30 182 154 142 141 119 110 Artisan® 8d ring 35 179 152 140 138 118 108 Siding shank 40 175 150 138 136 116 107 (Bevel siding Face 45 172 148 137 133 114 106 Channel, 2X4 SPF 5/8 10-1/4 nail, nailed at 16 48.0 50 169 146 135 131 113 105 Ship Coe, (0.092"x each stud stud 55 167 145 134 130 112 104 Square 2.5 x 60 165 143 133 128 111 103 Channel) 0.222") 65 146 127 118 113 98 92 70 144 126 118 112 98 91 75 143 125 117 111 97 91 80 141 124 116 109 96 90 85 140 123 116 109 95 90 Page 9 of 15 artisan \. a� w\w� ��>\\\\\a\�\�\\a�� aroame\\�Ati� �..� �.� r�c��� .. c...�:..�e�....�\�����\\,� \ ��\ \\\�\ �\� � 5 \\ \� ..--.u..r.: Siding I Trim, Artisan® Siding with Lock Joint System All nations I,state,an d I ocal building code requiremen is must be fo lowed a nd where th ey are more stringent than the Artisan Siding with Lock Joint System installation regu l ements, r.lr• k r Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,V i)4'5 Vasd)4,5,6 Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame 3 Product Thickness (inches) Type Method Type Spacing Design Heightz' B C D B C D (in.) (in.) Load(psf) (ft.) 0-15 149 135 123 115 105 95 20 149 131 120 115 102 93 25 149 128 118 115 100 91 30 149 126 116 115 97 90 Artisan® 8d ring 35 146 124 114 113 96 88 Siding shank 40 143 122 113 111 95 87 (Bevel siding Face 45 141 121 112 109 93 86 Channel, 2X4 SPF 5/8 10-1/4 nail, nailed at 24 32.0 50 138 119 111 107 92 86 Shiplap,Cove, (0.092"x each stud stud 55 137 118 110 106 92 85 Square 2.5 x 60 135 117 109 105 91 84 Channel) 0.222 ) 65 119 104 - 92 80 - 70 118 103 - 91 80 - 75 117 102 - 90 79 - 80 115 101 - 89 78 - 85 114 101 - 89 78 - 0-15 242 220 200 188 170 155 20 242 214 195 188 166 151 25 242 209 192 188 162 148 30 242 205 188 188 159 146 Artisan® 35 237 202 186 184 156 144 Siding 8d ring 40 233 199 184 180 154 142 (Bevel shank box Face 45 229 196 182 177 152 141 Channel, nail, 2X4 DF-L Cove, 5/8 10-1/4 (0nail'x nailed at stud' 16 84.8 50 225 194 180 175 150 139 Shiplap, 2.375" x each stud 55 223 192 179 172 149 138 Square 0.266") 60 220 191 177 170 148 137 Channel) 65 194 169 157 150 131 122 70 192 167 156 149 130 121 75 190 166 155 147 129 120 80 188 165 154 145 128 119 85 186 164 154 144 127 119 0-15 198 180 163 153 139 126 20 198 175 159 153 135 123 25 198 171 157 153 132 121 30 198 167 154 153 130 119 Artisan® 35 194 165 152 150 128 118 Siding 8d ring 40 190 162 150 147 126 116 (Bevel shank box Face 45 187 161 148 145 124 115 Channel, nail, 2X4 DF-L Cove, 5/8 10-1/4 (0.113"x nailed at stud' 24 56.6 50 184 159 147 143 123 114 2.375" x each stud 55 182 157 146 141 122 113 Shiplap, 60 180 156 145 139 121 112 Square 0.266") Channel) 65 159 138 128 123 107 99 70 157 137 128 121 106 99 75 155 136 127 120 105 98 80 153 135 126 119 104 98 85 152 134 126 118 104 97 Page 10 of 15 artisan . 3w4 ti..<w..�,. a� ,..�, ��� \.cam aaA eaa��c<a�.��� a �� �1, e i 4\1ENe Siding I Trim,. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are more stringent than the Artisan Siding with Lock Joint System installation requirements, Table 3,Wind Desi.n Table Cantinbea state and loralre.uirements wil take•recedence. Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,V il)4'6 Vsd)45.6 Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building Product Thickness (inches) Type Method Type Spacing Design Height23 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 195 177 161 151 137 125 20 195 172 157 151 133 122 25 195 168 154 151 130 119 30 195 165 151 151 128 117 Artisan® 35 191 162 150 148 126 116 Siding 8d ring 40 187 160 148 145 124 114 (Bevel shank box Face 45 184 158 146 143 122 113 Channel, nail, 5/8 10-1/4 nailed at 2X4 SPF 16 54.9 50 181 156 145 140 121 112 Cove, (0.113"x each stud stud' 55 179 155 144 139 120 111 Shiplap, 2.375" x Square 0.266") 60 177 153 143 137 119 110 Channel) 65 156 136 126 121 105 98 70 154 135 126 120 104 98 75 153 134 125 118 103 97 80 151 132 124 117 103 96 85 150 132 124 116 102 96 0-15 159 144 131 123 112 102 20 159 140 128 123 109 99 25 159 137 126 123 106 97 30 159 135 124 123 104 96 Artisan® 35 156 133 122 121 103 95 Siding 8d ring 40 153 131 121 118 101 93 (Bevel shank box Face 45 150 129 119 116 100 92 Channel, nail, 2X4 SPF 5/8 10-1/4 nailed at 24 36.6 50 148 128 118 115 99 92 Cove, (0.113"x each stud stud 55 146 126 117 113 98 91 Shiplap, 2.375" x Square 0.266") 60 144 125 116 112 97 90 Channel) 65 128 111 103 99 86 80 70 126 110 103 98 85 80 75 125 109 102 97 84 79 80 123 108 101 96 84 78 85 122 108 101 95 83 78 0-15 144 130 118 111 101 92 20 144 127 116 111 98 90 25 144 124 114 111 96 88 30 144 121 112 111 94 86 Artisan® 35 141 120 110 109 93 85 Siding 6d siding 40 138 118 109 107 91 84 (Bevel nail, Blind 45 136 116 108 105 90 83 Channel, 2X4 SPF Cove, 5/8 10-1/4 (0.092"x nailed at . 16 29.8 50 134 115 107 103 89 83 2.0"x each stud stud Shiplap, 55 132 114 106 102 88 82 Square 0.222") 60 130 113 105 101 88 81 Channel) 65 115 100 - 89 78 - 70 114 - - 88 - - 75 113 - - 87 - - 80 111 - - 86 - - 85 110 - - 86 - - Page 11 of 15 artisan Siding Trim,,, Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be followed and where they are more stdnge nt than the Artisan Siding with Lock Joint System installation requieme nts, Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,Vat)4'5 Vsd)4'5'6 Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building Product Thickness (inches) Type Method Type Spacing Design Height23 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 117 106 97 91 82 75 20 117 103 94 91 80 73 25 117 101 93 91 78 72 30 117 99 91 91 77 70 Artisan® 35 115 97 90 89 76 70 Siding 6d siding 40 112 96 89 87 74 69 (Bevel nail, Blind 45 111 95 88 86 74 68 Channel, 2X4 SPF 5/8 10-1/4 (0.092"x nailed at i 24 19.8 50 109 94 87 84 73 67 Shiplap,Cove, 2.0"x each stud stud 55 108 93 86 83 72 67 Square 0.222") 60 106 92 86 82 71 66 Channel) 65 - - - - - - 70 - - - - - - 75 - - - - - - 80 - - - - - - 85 - - - - - - 0-15 168 153 139 130 118 107 20 168 148 135 130 115 105 25 168 145 133 130 112 103 30 168 142 131 130 110 101 Artisan® 35 165 140 129 128 109 100 Siding 11 ga. 40 162 138 127 125 107 99 (Bevel roofing Blind 45 159 136 126 123 106 98 Channel, nail, 2X4 SPF Cove, 5/8 10-1/4 (0.120"x nailed at stud' 16 40.9 50 156 135 125 121 104 97 Shiplap, 1.75"x each stud 55 155 134 124 120 104 96 Square 0.375") 60 153 132 123 118 103 95 Channel) 65 135 117 109 104 91 84 70 133 116 109 103 90 84 75 132 115 108 102 89 84 80 130 114 107 101 89 83 85 129 114 107 100 88 83 0-15 137 125 113 107 97 88 20 137 121 111 107 94 86 25 137 119 109 107 92 84 30 137 116 107 107 90 83 Artisan® 35 135 114 105 104 89 82 Siding 11 ga. 40 132 113 104 102 87 81 (Bevel roofing Blind 45 130 111 103 101 86 80 Channel, nail, 2X4 SPF 5/8 10-1/4 nailed at 24 27.3 50 128 110 102 99 85 79 Cove, (0.120"x each stud stud 1 55 126 109 101 98 85 78 Shiplap, 1.75"x Square 0.375") 60 125 108 101 97 84 78 Channel) 65 110 - - 85 - - 70 109 - - 84 - - 75 108 - - 83 - - 80 107 - - 83 - - 85 106 - - 82 - - Page 12 of 15 artisan a a 21, 4gis I e a a ces �a •\ \ok��a�t � � uu ����2>^� Siding I Trim,. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are mom stringent than the Artisan Siding with Lock Joint System installation requirements, state and brat re,uirements wil take.recedenm. ..... \ �� ���!�ReY� ����.,.R�U\\\ �\\\\\\��\��� �..\\ \\\� ..:\\\.. \\... .....,\ \\����.. Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan@ Bevel Channel Siding,Artisan@ Square Channel Siding,and Artisan@ Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,V 1)4'5 Vd)4,5,6 Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building Product Thickness (inches) Type Method Type Spacing Design Heightz3 BCDBCD (in.) (in.) Load(psf) (ft.) 0-15 189 172 156 147 133 121 20 189 167 152 147 129 118 25 189 163 150 147 126 116 30 189 160 147 147 124 114 Artisan® 2x4 wood 35 185 158 145 144 122 112 Siding Ribbed or steel 40 182 155 143 141 120 111 (Bevel wafer Blind framing, 45 179 153 142 138 119 110 Channel, 5/8 10-1/4 head screwed 3/4"thickx Cove, screw, #8 to furring 16 51.7 50 176 152 140 136 117 109 ( g 3.5"wide 55 174 150 139 135 116 108 Shiplap, x 1.25"x only SPF furrin Square 0.375" a s g 60 172 149 138 133 115 107 Channel) 65 152 132 123 117 102 95 70 150 131 122 116 101 95 75 148 130 121 115 100 94 80 147 129 120 114 100 93 85 145 128 120 113 99 93 0-15 155 140 127 120 109 99 20 155 136 124 120 106 96 25 155 133 122 120 103 95 30 155 131 120 120 101 93 Artisan® 2x4 wood 35 151 129 119 117 100 92 Siding Ribbed or steel 40 148 127 117 115 98 91 (Bevel wafer Blind framing, 45 146 125 116 113 97 90 Channel, 5/8 10-1/4 head screwed 3/4"thickx Cove, screw #8 to furrin 24 34.5 50 144 124 115 111 96 89 , ( g 3.5"wide 55 142 123 114 110 95 88 Shiplap, x 1.25"x only SPF furring 60 140 122 113 109 94 88 Square 0.375" 7 '8 '9 65 124 108 100 96 83 78 Channel) 70 122 107 - 95 83 - 75 121 106 - 94 82 - 80 120 105 - 93 81 - 85 119 104 - 92 81 - 0-15 180 163 148 139 126 115 20 180 159 145 139 123 112 25 180 155 142 139 120 110 30 180 152 140 139 118 108 Artisan® 4d ring 35 176 150 138 136 116 107 Siding (Bevel shank Blind Attached to 7/16" 40 173 148 136 134 114 106 siding 7/16 wood WSP 45 170 146 135 132 113 104 Channel, nailed at 5/8 10-1/4 nail, structural attache 46.7 50 167 144 134 129 112 103 Cove' 0.090"x 6"o.c.to anel d er Shiplap, ( WSP only p p 55 165 143 132 128 111 103 Square 1.5"x sheathing code 60 163 142 131 126 110 102 Channel) 0.215") 65 144 125 117 112 97 90 70 142 124 116 110 96 90 75 141 123 115 109 95 89 80 139 122 114 108 95 89 85 138 121 114 107 94 88 Page 13 of 15 OD artisan \\, Siding I Trim. Artisan° Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are mom stringent than the Artisan Siding with Lock Joint System installation requrements, • rr.l A k• ! \O Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,Vat)4.5 Vaed)4,5,6 Wind exposure category Wind exposure category Minimum Stud Allowable Building Width Fastener Fastening Frame a Product Thickness Spacing Design Heighfz B CDB CD ) (inches) Type Method Type (in.) Load(pet) (ft.) 0-15 172 156 142 133 121 110 20 172 152 138 133 117 107 25 172 148 136 133 115 105 30 172 145 134 133 113 103 Artisan® 35 168 143 132 130 111 102 Siding Ribbed 20 ga.(33 40 165 141 130 128 109 101 (Bevel wafer Blind mil.)x3- 45 162 139 129 126 108 100 Channel, 5/8 10-1/4 head nailed at 5/8"x1- 16 42.7 50 160 138 128 124 107 99 Cove, screw,(#8 each stud 3/8"steel Shiplap, x 1.25"x t 55 158 137 127 122 106 98 Square 0.375" stud 60 156 135 126 121 105 97 Channel) 65 138 120 111 107 93 86 70 136 119 111 106 92 86 75 135 118 110 104 91 85 80 133 117 109 103 91 85 85 132 116 109 102 90 84 0-15 140 127 116 109 99 90 20 140 124 113 109 96 88 25 140 121 111 109 94 86 30 140 119 109 109 92 85 Artisan® 35 138 117 ' 108 107 91 83 Siding Ribbed 20 ga.(33 40 135 115 106 104 89 82 (Bevel wafer Blind mil.)x3- 45 133 114 105 103 88 82 Channel, 5/8 10-1/4 head Cove, screw,(#8 nailed at 5/8"x1- 24 28.5 50 131 113 104 101 87 81 each stud 3/8"steel 55 129 112 103 100 86 80 Shiplap, x 1.25"x Square 0.375" stud 60 127 111 103 99 86 80 Channel) 65 113 - - 87 - - 70 111 - - 86 - - 75 110 - - 85 - - 80 109 - - 84 - - 85 108 - - 84 - - 0-15 202 183 166 156 142 129 20 202 178 162 156 138 126 25 202 174 159 156 135 123 30 202 170 157 156 132 121 Artisan® ET&F 35 197 168 155 153 130 120 Siding knurled 20 ga.(33 40 193 165 153 150 128 118 (Bevel shank Face mil.)x3- 45 190 163 151 147 127 117 Channel, Cove, 5/8 10-1/4 shot pin nailed at 5/8"x1- 16 58.7 50 187 162 150 145 125 116 Shiplap, (0.100"x each stud 3/8"steel 55 185 160 149 143 124 115 1.5"x stud1 60 183 159 147 142 123 114 Square 0.250") Channel) 65 162 141 131 125 109 101 70 160 139 130 124 108 101 75 158 138 129 122 107 100 80 156 137 128 121 106 99 85 155 136 128 120 105 99 ©2017 James Hardie Building Products,Inc.All rights reserved.TM,SM,and®denote trademarks or reg'stered trademarks of James I-tardie Technology Limited.Other marks or registered Page 14 of 15 trademarks or service marks are the o rt of their res chve owners. 1 artisan � * ,AaA aa��aai � . Siding i Trim. Artisan® Siding with Lock Joint System All national,state,and local building code requirements must be folowed and where they are mom stringent than the Artisan Siding with Lock Joint System installation requrements, Cr Allowable Wind Speed(mph)for Artisan®Cove Siding,Artisan®Bevel Channel Siding,Artisan®Square Channel Siding,and Artisan®Shiplap Siding(Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) 2012&2105 IBC,2015 2012 IRC,2009 IBC& IRC(Ultimate Design IRC(Basic Wind Speed, Wind Speed,V it)4'5 Yazd)4,5,6 Wind exposure category Wind exposure category Minimum Width Fastener Fastening Frame Stud Allowable Building' Product Thickness (inches) Type Method Type Spacing Design Height2'3 BCDBCD (in.) (in.) Load(psf)', (ft.) 0-15 165 150 136 128 116 105 20 165 145 133 128 113 103 25 165 142 130 128 110 101 30 165 139 128 128 108 99 Artisan® ET&F 35 161 137 126 125 106 98 Siding knurled 20 ga.(33 40 158 135 125 122 105 97 (Bevel shank Face mil.)x3- 45 156 134 124 121 103 96 Channel, 5/8 10-1/4 shot pin nailed at 5/8"x1- 24 39.2 50 153 132 122 119 102 95 Cove, 0.100"x each stud 3/8"steel Shiplap, ( 1 55 151 131 121 117 101 94 1.5"x stud 60 150 130 120 116 100 93 Square 0.250" Channel) ) 65 132 115 107 102 89 83 70 131 114 106 101 88 82 75 129 113 106 100 87 82 80 128 112 105 99 87 81 85 127 111 104 98 86 81 0-15 153 139 126 119 108 98 20 153 135 123 119 105 96 25 153 132 121 119 102 94 30 153 129 119 119 100 92 Artisan® ET&F 35 150 128 118 116 99 91 Siding knurled 20 ga.(33 40 147 126 116 114 97 90 (Bevel shank Blind mil.)x3- 45 145 124 115 112 96 89 Channel, 5/8 10-1/4 shot pin nailed at 5/8"x1- 16 33.9 50 142 123 114 110 95 88 Cove, 0.100"x each stud 3/8"steel Shiplap, ( 55 141 122 113 109 94 87 1.5"x stud 1 60 139 121 112 108 93 87 Square 0.313" Channel) ) 65 123 107 95 83 70 121 106 - 94 82 - 75 120 105 - 93 81 - 80 119 104 - 92 81 - 85 118 103 - 91 80 - 0-15 125 114 103 97 88 80 20 125 110 101 97 85 78 25 125 108 99 97 84 77 30 125 106 97 97 82 75 Artisan® ET&F 35 123 104 96 95 81 74 Siding knurled 20 ga.(33 40 120 103 95 93 80 73 (Bevel shank Blind mil.)x3- 45 118 101 94 92 79 73 Channel, 5/8 10-1/4 shot pin nailed at 5/8"x 1- 24 22.6 50 116 100 93 90 78 72 Cove, Shiplap, (0.100"x each stud 3/8"steel 55 115 99 92 89 77 71 1.5"x stud 1 60 114 98 91 88 76 71 Square Channel) 0.313") 65 100 - - 78 - - 70 - - - - - - 75 - - - - - - 80 - - - - - - 85 - - - - - - 1.Or lumbers with an assigned specific gravity of>_0.42 for SPF stud and>_0.50 for DFL stud. 2.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle O less than or equal to 10°(2-12 roof slope). 3.Linear interpolation of building height and wind speed is permitted,except for building heights between 60 ft and 65 ft,which could be done through analysis. 4.V"„=ultimate design wind speed;Veld=-nominal design wind speed. 5.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3:Kn 1,Kd=0.85,GCp=-1.4(h<60),GC5=-1.8(h>60),GCp;=0.18. 6.For 2009 IBC/IRC,2006 IBC/IRC,Importance Factor,I=1,was used for calculations. 7.Furring attachment to structural framing members is the responsibility of the building designer. 8.Wood furring shall be preservative treated per AWPA. 9.Wood furring shall be specific gravity of 0.42 or greater per AFPA/NDS;or wood structural panel,conforming to DOC PS-1 or DOC PS-2 or APA PRP-108. ©2017 James Hardie Building Products,Inc.All rights reserved.TM,SM,and®denote trademarks or registered trademarks of James Hardie Technology Limited.Other marks or registered Page 15 of 15 trademarks or service marks are the o rt of their res dive ovmers.