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HomeMy WebLinkAboutHardie Lap SLC.pdf_orooai Menu > Prro"uc' , FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature > &Ph ation list > Application Detail FL13192-RS l Revision / -t 2017 J Approved James Hardie Building Products, Inc. ' Alameda Ste. 250 Mission Viejo, CA 92691 (909)545-8359 Chad.diercks@jameshardle.com Chad Diercks Chad.diercks@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R5 COI RIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Equivalence of Product Standards Certified By Year 2007 2002 Florida Licensed Professional Engineer or Architect FLt3i92 R5 E uiv RI0-2692B-17 ASTM C1186 equivalent &f https:/!www.floridabuilding.org/pr/pr_app_dti.aspx?param= WGEVXQwtDgtsk%2bGnUu47ogxmaHRnHilDSL7Rnc9n l4N P2iZim2vOrA%3d%3d 6/22/2020 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name 13192.1 Cemplank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 10406.06 13192.2 HardiePlank Lap Siding _._......_ ............ .................. ... ._.........._.........._._ .., Limits of U .!Pyy&v#V'd for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 13192.3 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.4 i HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description fiber -cement lap siding Installation Instructions FL13192 R5 II CemPlank-Installation pdf FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Frame,pd FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.pdf FL13192 R5 II ER RIO -2688-17 Plank WSP Sheathing.Rlfff FL13192 R5 II NOA 17-0406.06.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame.pd FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.Rdf FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing,pdf FL13192 R5 AE NOA 17-0406.06 pd( Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13192 R5 II ER RIO -2683-17 Plank Wood Metal Fram pdf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.pd FL13192 R5 II ER RIO -2688-17 Plank WSPheathing.pdf FL13192 R5 II Hardi Plank -Installation pdf FL13192 R5 II NOA 17-0406 06 p_df Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2683-17 Plank Wood Metal Frame,pdf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU,pd FL13192 R5 AE ER RIO -2688-17 Plank WSP Sheathing_pjf FL13192 R5 AE NOA 17-0406.06.pdf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R5 II ER RIO -2685-17 Shingle Wood Metal Frame.pdP FL13192 R5 II Hardie5hingle-In alla ion.�f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.pdf Created by Independent Third Party: Yes fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions FL13192 R5 II ER RIO -2685-17 Shingle Wood Metal Frame.gdf FL13192 R5 II ER RIO -2687-17 Plank Shingle to CMU.pdf FL13192 R5 II HardieShingle-Installation.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO -2685-17 Shingle Wood Metal Frame.pdf FL13192 R5 AE ER RIO -2687-17 Plank Shingle to CMU.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtf.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnH[IDSL7Rnc9nl4NP2iZim2vOrA%3d%3d 2/3 01 a °tea Z�L� 27<"S7D 76f�%0. FIm Lti a f to ulG m jU � o3 lwn Y m 0 2-00 WCLI CIO. 1 ami °O I t� a c d 12 rG i1. v {rop3� Ump ctr� N� 4'} P..m in N Oi to! zi O U; I C C7 ul o1. a �i C W o 14 C � C EN Q N � O � � rh (I:,) - •� L �•' ¢ Ill N ©u> m N H C •= U- SYc Ems£ E m CL rz Kn ant+7cih Q E C lU et �^ Tj c 0- a Q ! 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Nig �, o : C) w it Q co d. 141 a N Q 4 2 c¢ Q Ul CJ Cs E U fOi ! coUJ c ro s aCL M IL z in p Q O (If� Q Wco Q Q pQ z i 5n z LL lilt 0< z 0 a 00LL Z : W in �^ °ww gzw om a t[z 1 U1 N O tt l tr U OC o 53 ALL Isj e0 p N_ r � w 0 D - ww0 Of d� W« C V •� �q QWQ ao0 Q .. �ZS ^ 14r. � Lu o�Zw¢ w z� ZOOMW a- r o x�z coo xW �� ,da SIL z% 1—ce�t�q USU ti U�-max WLL�h Qocotu o,cz R G �u�ioUE� Wpv d O�0= a % �1S-OUv��W-s �W�wz� iLRm� W m� [9 y9 Tw ¢`V'f2'IL N p Q U U U. I twz0 'W�XgddpQiU.a L W� `OdZ�7-OCy`owm V) JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 11443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO -2683-17 Design Wind, Speed, V 4,6 ull Applicable to methods specified in [2015 IBC, 2017 FBCj Section 309.1.1. as determined Figures 1609.3(1), 1609.3(2), or 1609.3(3) Design Wind, Speed, V 5,6 a. Applicable to methods specified in Exceptions 1 through 3 of [20151BC, 2017 F8Cj Section 1609.1.1. Coefficients used in Table 6 calculations for V,,,, Product - HardiePla Product Thickness (inches) 5116 _ "- Width (inches) Fastener Type Fastener Spacing Blind nail Frame Type Stud Spacing (inches) 16 Building Height' ' (feet) LQ�15 cxpu-u B 13 -293' CD 19 ceLeqory 175 vvma exposure tego B C D 165 149 136 Siding Allowable Design Load (PSF) -65.3 I K, Exp B Exp C Exp D 0.7 o.a5 1.03 h<_6o lh>60 Kn K4 GC GC, 1 0.55 -1.4 0.19 7.25 No. 11 ga. X 1-3/4" long Roofing nail 2X4 Wood SPF s 20 188 171 165 145 133 -55.3 0.7 0.9 1.Da 1 0.85 -1.4 018 25 213 164 168 165 142 130 -65.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 1 0.55 -1.4 0.19 30 213 180 165 165 139 128 -65.3 0.7 0.99 1.16 35 208 177 163 161 137 126 -65.3 0.73 1.01 1.19 t 0.85 -1.4 0.18 40 204 174 161 158 135 125 65.3 o.7s ta4 1.22 1 0.85 -ta 0.18 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 50 198 170 158 153 132 122 -65.3 0.81 1.D9 1.27 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 60 193 167 155 149 130 120 -65.3 0.85 1.13 1.31 100 160 142 133 124 110 103 -65.3 0.99 1 1.26 1 1.43 1 0.85 -1.4 0.18 1 0.85 -1.8 0.18 --- HardiePlank 5/16 7.5 No, i t ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 8 16 0-15 208 189 172 161 146 133 -62.6 0.7 0.95 1 1.03 Ih560 1 h>60 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 20 208 184 168 161 142 130 62.6 0.7 0.9 1,05 25 208 180 165 161 139 128 -62.6 0.7 0.94 1.12 1 0.95 -1.4 0.18 1 0.95 -1.40.19 30 208 176 162 161 136 125 -62.6 0.7 0.98 1.16 35 204 173 160 158 134 124 -62.6 0.73 1.01 1.19 1 0.85 -1.4 o.ta 40 200 171 158 155 132 122 -62.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 45 197 169 156 152 131 121 62.6 0.785 1.065 1.245 1 0.85 -1.4 0.19 50 194 167 155 150 129 120 -62.6 0.91 1.09 1.27 1 0.85 -1.4 0.19 1 0.85 -1.4 0.18 191 165 153 148 128 119 -62.6 0.83 1.11 1.29 111501510E 189 164 152 146 127 118 -82.6 0.85 1.13 1.31 156 139 130 121 1 107 101 -62.6 0.99 I 26T 1.43 1 0.85 -1.4 0.18 1 0.65 -1.8 0.18 HardiePlank 5/16 8 No. 11 ga. X 1-3/4" long Rooting nail Blind nail 2X4 Wood SPF s 16 0-15 200 182 165 155 141 128 -58.0 0.7 0.95 1.03 jhs60 h>60 1 0.85 1 0.55A-1.40,18 20 200 177 161 155 137 125 -58.0 0.7 0.9 1.09 25 200 173 158 155 134 123 -58.0 0.7 0.94 1.12 1 0.85 30 200 169 156 155 131 121 -59.0 0.7 0.98 1.16 1 0.85 1 0.95 35 196 167 154 152 129 119 -58.0 0.73 1.01 1.15 40 192 164 152 149 127 118 -5&.0 0.76 too 122 1 0.95 -1.4 0.18 1 0.95 -1.4 0.18 45 189 162 150 147 126 116 -58.0 0.785 1.065 1.245 186 161 149 144 124 115 -58.0 0.81 1.09 1.27 t 0.185 -1.4 0.18 1 0.85 -1.4 0.18182 184 159 148 143 123 114 -55.0 0.53 1.11 1.29 115,-0500-0-- 158 147 141 122 113 580 0.851.13 1.31 151 133 125 117 103 97 -58.0 0.99 1.26 1,43 1 0.85 -1.4 0.18 1 0.85 -1.8 0.18 HardiePlank 5116 8.25 No. it ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF s 16 0-15 197 179 162 152 138 126 -55.9 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 197 174 158 152 134 123 -55.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 1 0.85 -1.4 0.18 1 0.85 -1.4 D.te 1 0.85 -1.4 0.18 0. t 85 -1.4 0.18 1 0.85 -1.4 0.18 25 197 170 156 152 132 120 -55.9 0.7 o.9a 1.12 30 197 166 153 152 129 118 -55.9 0.7 0.95 1.15 35 193 164 151 149 127 117 -55.9 0.73 1,01 1.19 40 189 161 149 146 125 115 755.9 0.76 -7- 1.22 45 186 160 148 144 124 114 -55.5 0.785 1.065 1.245 50 183 158 146 142 122 113 -55.9 0.51 1.09 1.27 1 0.851-1.41 0.18 55 181 156 145 140 121 112 -55.9 0,83 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 138 120 111 -55.9 0.85 1.13 1.31 1 0.85 -1.4 0,18 100 148 131 123 114 101 95 -55.9 0.99 1.2fi 1.43 h>60 1 0.85 -1.8 0.18 HardiePlank 5/16 9.25 No. 11 ga. X 1-3/4" long Roofing nail Blind nail 2X4 Wood SPF 6 16 0-15 184 1 167 152 143 129 118 -418,9 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 184 1 162 148 143 126 115 1 -48.9 0.7 0.9 1.08 1 0.85 7.4 0.15 25 184 r 159 145 143 123 113 -48.9 0.7 0.94 1.12 1 D.as -1.4 0.18 30 184 156 143 143 120 111 -48.9 0.7 0.99 t16 1 0.85 -td 0.19 1 0,55 -1.4 0.18 35 180 153 141 140 119 109 48.9 0.731.01 1.15 40 177 151 139 137 117 108 48.9 0.75 1.04 1.22 1 0.95 -1.4 0.18 1 0.55 -1.4 0.18 45 174 149 138 135 116 107 -4B.s 0.765 1.065 1.245 50 171 147 137 133 114 106 -48.9 0.81 1.09 1.27 1 0.85M40.169 146 136 131 113 105 -48.9 0.83 1.11 1.29 1 0.8560 1 0.85100 167 145 135 129 112 104 485 085 1.13 1,31 138 123 115 107 95 89 -48.9 0.95 1.26 1.43 h>60 1 o.85