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S ` � <br /> ROtJALQ l.OGAV3tAA9SOCIA7E5,IP1C_ � ' <br /> 96835 ALGONLIUIN STREET#443 . , <br /> HUNitM1iGTON B�LFCH,CA 92649 - , <br /> 714-292-2602 <br /> 714-847-4595 FAX <br /> PROJECT_RIC3-2553-1� <br /> 3AMES HARQIE BUfLDiNG PRODUCTS,t►dC. <br /> 1�88-5d2-7343 <br /> info@jamesd�ardie.com <br /> Ta6te 9B.Resulls of Tmnsverse!_oad Testing fou�Cor;figiva€ions wifh Wood Fr�ming <br /> RePa����* 1�'� IG1034-88 IC-9U2� 2149-07- 21d9-07- 2343-D8- 2149-6t-i0 <br /> 96J1395 � ifl(C) 9U(E} 0& (F} <br /> Test Agency Ramte� Ramte� Ramfech Ramtech Ramtech Ramtech Ramtech <br /> Thick�(m) 0.3925 0.3125 0.3175 03125 0.3375 0.3125 Q_3125 <br /> Width[m.) 7.5 9.5 9.5 825 B.25 825 8?3 <br /> Frame Type 2Xd waod ZXd v000d 7Xd wood 7X4 wvod 2X4 uvood ZXd wood 2M4 v.00d <br /> F�em-Fr Hem-F'v Hem-F�r DFL DFL DFL SPF - <br /> Frartse Spacmg(in.) 16 16 96 16 16 96 i6 <br /> 8�rirg 8d s7d'€ng 6d sxhng <br /> 8d sid'ug i-3l4' Sd s�ding <br /> rrad,0_093' t�.1 i ga. Sd shanlc hox rr�7, na3, nail,0.492 <br /> FastererType X 0222'X Raofing camrttun rrd,D_1i3"Q.fl51'X 0_492"X X 0.272' X <br /> 25' �l �il X D260'X 0?22"X i)_222"X Z�, <br /> 2375' 25' 2' <br /> Fastenerlength(n-) 2.5 9_7§ 2 2.375 2.5 2 25 <br /> F����� �r�nad BGnd svyl Face na�7 Face nal Face nail Face nad Face riail <br /> U{timafe Load{psfl 92 94&.6 199 246 253 ifi� 968 <br /> Design Load(ps� 307 48.9 66_3 98.7 84_3 55.� 5&.0 <br /> EftectiveTnbutaryArea{sqfi) 0.69d 0_917 U.977 0.778 0.778 0_778 0.778 <br /> Fastener Laad,as tesied 27.3 A4.8 6Q_B 76.7 65.5 A28 43.6" <br /> (166as�) <br /> �usied�vat design tmd r�q.6 q&_2 d1.fi 84.0 67_0 49.1 �3,fl CakWelQd iastenerwiffidraxal bad ia compered with ihe test resuR <br /> (Ib(fasfe7le�},YY nd fhe mora waservetive one w�i be used_ <br /> Net Fasfener Penefr�nn(in_},P 2.785 1.438 9.375 'J_750 9.875 1.37b 1.&75 <br /> Woad S�edfic 6savity,G 0.43 0.43 U.43 Q_50 U.bO 0.50 Q_42 <br /> NaB Shardc Dianeter(st�,p t O.U43 0.1� 0.113 0_113 t7.0@2 0.092 0_fl92 <br /> YYithdravral design value per ht0.S <br /> 2012 a ESR-1539(I6lin_perretratiQn}, '15.fi Zi1.1 18.9 �.0 7L3 223 ]4.3 <br /> W <br /> 1.Allowable t3esigo Load is!he tAtimaie Lu-�divid9c16y a Fadnr of safety ot 3. <br /> 2 Har�eShingle Sid'ug c.�np!'Ees vrith ASTM C9166,Sdandard 3pecifJcation for Grade 8,Zype A Non-asbesfos{iber-Cement F7af S7�eEts <br /> 3.Calc�ated fastener vrtlhdrav.al lo�is c�npared wi[h ihelest resuk and the mwe oor3servafive one wrll he used. <br /> For a0 cases in ft�lahle,Uie ad�ated wiihdravraJ design vafue,W',is cal�fated as <br /> W=Cro�W'P <br /> VVhere, <br /> Ca=bad diaaiion Factor per ND�r2012 Tabte 23_2 for vv�xUeartfeqvakE k>ad=i.fi <br /> W=vatfidtavra!design vatue,calculated pa NDS-2012 w ESR-1539,vfiicfiever appiicabde <br /> P=f"a512fi2f QFi3�Riefit f�t�i,3R <br /> When raa�shardc,D,a O.U99 irxh buf 5 p.375�h for smooth shank rcails,PJD�r2f}12 equation{912-3)is used to cziwtate wiE}�rawal designval� <br /> W=93�'G��'D <br /> Where, <br /> G=waod specific gtavily per T�e 11_33A <br /> D=naa shar�k�am�er,in. <br /> When rra�sfa3rdc,O,is less fhan Q.a59 ir�.or in tfie case ot ring shartk rr�ils,the a�rawal d�sign values were abfa"�red from ICGES ESR-i534 Tal�e 2 <br /> I <br /> `� i <br />