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Fr,r��lci OgawB 8^.:J -15sc:;.iatc�, In� <br /> 590� Warne- a:�e;i k376 <br /> Hun:my.un Beach. CA 9?S4S <br /> Piujer.t. RIU::t�s7-�� <br /> (774) _92-cE02 ce I , <br /> (i14}�47-4555`ij< <br /> Ja�nas }iardit �i:i;tli^g I'iar;ucis. Inc <br /> ;0901 Elm Avenu�v <br /> Y oni_ n8, CA :/233! <br /> 1-?A:7-942•73�3 <br /> Table 6, Maximam Wind Speed (MPH 3 gust) Hardie5offit Panels, ASCE 7 Method 2 <br /> �aSiC VJind S(aead mph Coefflcfents usaA fn �cs,�.i Gakulations For Table 6 <br /> (3-sacond gust) - <br /> !B �s`& # 1.�. >4 <br /> prrXiuct S!ud Building Dvsign <br /> Produt:l 7hicfuinss Nldth Fastener Fastaner Frama Spacing Heiyld B C D Loa:1 <br /> �nchns) {;nohes) Typo Spacing T�P° (irches) taet tpSF)_ ' B Eka C E� D K�, K I GC GC <br /> 0.'15 t96 169 153 93.Q 0.1 �.86 '1.03 h`� 1 0.85 1 1.A 0.19 <br /> _ ZO 186 16f 150 Ri.9 q,7 Q.9 1.08 t 0.l15 1 1.4 0.16 <br /> 25 196 tEJ 14T 89.0 0.7 U.54 1.12 t:.d5 1 i.A 018 <br /> i.5.n. innc� .. 466 157 f-0A 83.9 U7 0,8@ '118 7 6.85 1 t.4 0.58 <br /> I.ess }{ q.083 in. ��- . .. <br /> than oY shslnk X 2XA wooc 35 t82 155 141. 83.4 0.73 1.01 '��19 t A.BY }�,4 b.1 <br /> HardinSeHiY� 4!4 A 18 4D 77B 162 141 910 0.78 1.C1 1,22 1 d.88 t a,18 <br /> eqUal t0 q.187 in. SG>_0.40 qq .. .. . h t5 151 139 &3A 0.7A5 1.�2`i 1.2aU'' 1 tl.89 l 1.A 6J8 <br /> 16" NU, rinp g0 173 1A9 130 8,7.D lt.8t t,E19 t.27 1 0.99 1 i.4 tl.te <br /> shaNinad 55 1f1 1A7 137 99.f� 4.83 1_11 1�! i tl.85 t lA 0.18 <br /> 6tl 189 ts6 138 83.0 D,ti5 1.13 1.31 1 0.&S 7 ti.4 0.18 <br /> 100 139 .._ iZA t16 83.0 0.99 128 t.a� h>60 i tl.98 i t.tf 0.18 <br /> P�15 196 1t39 i53 870 U.7 Q,85 1.03 tb60 ,.. Q�HS '1 1R U.tB <br /> 20 186 164 i5D 89.0 0.7 0.8 'I.GB t fk 1 tA C�.'18 <br /> 25 106 tb'n 147 &9A U.7 0 t.t2 1 0.85 t t.d 0,1d <br /> 7.5 in. long 3Q � +,gg 157 144 83.0 + 0,7 0.88 t.t8 t 0.85 1 f.4 Q 18 <br /> Less XQC83,n. 35 192 155 442 ... 93.D 4.'73 1.ot 1.19 t 6 1 f.4 0.18 <br /> lhan or shank X 2XA v.•a�d <br /> £3 24 �0 11H 152 1A1 &7.0 .�.70 Y.Q4 722 1 0. 1 1.4 U.'I8 <br /> HardieSnfiit� ?!4 � in. SG�0.40 <br /> equaf to A5 175 1b1 139 8�0 b7U5 1.068 1.2a5 � 6.85 1 7 4 O.t9 <br /> 16" HD� rng 50 173 149 1�8 �3,G . U.dY t.Q9� L27 1 1 1.4 Q78 <br /> sh8nk nail �5 t71 147 19i $3.A 0. t.1t i,79 t� : A. �:7.4 Q.�B <br /> fi0 16� 1A6 1 83. .... p.t� 1.13 1.81 7 1 1,d 6.19 <br /> 1 �F39 1�4 it8 830 0.�9 1.2tl 1.A,°I F�&! 1 b i 1.9 tl.1fl <br /> fl-15 133 1� 1t8 a5.7 6.7 tl,85 1. 1� 1 1� '.1 w,k �.78 <br /> 20 139 123 172 46T U7 0.9 1.09 1�393 1� t.a 0.;8 <br /> 25 139 �13D tU .7 A'Y - 0.94 f.12 1 0.�' 1'f.4 D.t <br /> 3tl 139 11d iQ8 46.7 � 0.T h.96 1 Q.86 1 1.4 4.18 <br /> Haer1'eSpffit� 11d 46 bd common 2X�9 wo�d <br /> 35 t39� 11G 701 �5.7 0.7� 1.01 t.t9 t 0, t t.4 0.18 <br /> �• 5 is aa r.�a ��a �os �s.r o�a �.aa ,.�z , ae� , �.a OA� <br /> rrad Hem•Fir 45 f32 M 133 1 X �.T.85 1. 7?A5 1 q.� 1 1.A U.18 <br /> ,50 � 129 112 J 103 4� R i Q9 127 1 tl.p£: 4 Y.4 Q.Y� <br /> 45 128 �ttt 1q3 487 D93 1.7ti i:29 1 tx8 4't.4: '18 <br /> 90 t2fi 1t0 1t1� 1B7 U.65 7.t3 ' 1.3t 1 Q.95 t 1.a .t�18 <br /> tOp 105 43 87 a6.7 O.l3 1.29 1A3 h=�(M t 0.85 1 1.8 O.tB <br /> Limi#dtiritlR Ot tJse: <br /> 1) f8stenef paOauE Cnust be eva)uated whon installad over steel studs or a species of waoci studs other than that which waa tested. <br /> 2) in Hiflh Vefocity Murricane Zanes (MVHZ) ins�li per Miami-Dade County Piorida, NOA 07-Odt8.04. <br /> ��,�`,����1111114l,�i111I1i����fij �-, <br /> �,� �� %, <br /> �, <br /> - t"' �� �? <br /> y � `���� � � <br /> .�,,�,{'' .�° � � 1 �� <br /> � � � <br /> ���� ��� <br /> Pa��� 4 <br />