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N1 -�1 <br /> Ca Larson Engineering, Inc. Apr 16, 2009 <br /> D� ., RV 8:51 AM <br /> Job �+umber : 51090137.00Q1.S. C�stoms and Border Prolectio��- Port Angeles, WA Checked By:_ <br /> Joint Coordinates and Temperatures <br /> Lobel XIin1 YG�I Zlinl TeIDV�— DelachF[o� <br /> -1 I N 1__ _0__� 0 �_0 � 0�_ <br /> — r---- <br /> L2�____N2_ 0�}� 1_04__� 0�-0 I <br /> 3 N3 40_5�_0 ' 0 0 <br /> —N 0.5--I 42 0 <br /> � 5 N5_ 405__i_ 104�0 �0_�_ <br /> 6 N6 Z. 5 � 0___ 0_ <br /> 7 N7 79_5 I 104 0 0 <br /> g _�18 _ 00 5_ I 0 0�0 <br /> i_9 N9 100,5_._ __.f__104 0__ —,1- 0 <br /> C 10 N10 139_5_.__! 0 0 I 0 <br /> 11 N11 139 5 I 104 0 ___ 0 <br /> �z �iz ies_—;--o 0 0 <br /> 13 N_1_3 168__1-104 __ 0__ 0 <br /> q _N14 79_5_� 42 0 0 <br /> 15 N1_5 10C 5 I 42 0 _ 0 <br /> 16 N 16 0 5 I 89� � <br /> 17 N17 79_5-- - 89- 0 - - �--�. <br /> L8 N18 90 5 89 0 0 <br /> 19 N_19 0 42 0 0 <br /> 29 N20 0 8_ 0 0 <br /> 21 N21_ 139_5 42�0 �0�-- <br /> �-22 _._ ---N2� 139,5 _ 89 <br /> 23�--- N23 168 _ 42_ __�__—_—� �� <br /> _24 N2�_ _ G8 8_9 I 0 _ _I <br /> General Section Sefs <br /> Label __ _ Shape_, Type_ �Materia l�zl---1ri.(i[U—.-1zz I!a41 ��1 <br /> 1�T Culumns�2 tl2"T Stud I Colum�en Alum 902 24�546 001 <br /> 2_ �Co'um_ns_�'sie nn4est� Col� �Alu .949 636 636 00 <br /> 3_SirapBracingLRE0.0202X6_�_._ None _gen_Alum._J_ 121__ � 364 4. 212e_6� 164499e=5 <br /> Member P�imarv Data <br /> .._. .LabeL IJoint _._ _JJoint_K.Joint f2otate(deg)_SecUonlShape_�ype_ D�sig�LiSL_Material Des9�ules <br /> ', 1 _ M1 N1__ I_. N2 _ I TColumns Columnl None ge�ni�m� Default 1 <br /> i <br /> i 2 j M2_ _N_3_L N4 _.� T ColupiLs�COlSimn�--�de en nwm Defaul <br /> M3 N4__! N16 i TColumns IColur7� None I enrnwm DeFault <br /> 4_ '__ M4__�6 � N�� (.olumt�sS�IDi _L1os en Alum D� <br /> 5 � M5 _ I NB __I N18 I ITColumns_'Column� None I9en_nwml Default I <br /> 6 �_ M6_ __.l_1J10_f N11 _T_Columns�Colu ne�9e;.Awm I Defau� <br /> 7 i M7___ I N12 �N13 � T Columns 'Column None I sen_nium Default <br /> 8 ' MB_��12_i._N5 �L Co uma51Colu����9se � 9en_Alum Defa� <br /> 9 M9___f_. N5 N7 _�L Columns IColumnl None _f�n nium D_efault <br /> _10__!__M10�JL7�9 t_ColulnrLs�Coiumnl None gen Aium Defaul� <br /> 11 M11 _I N9 � N11 L Coiumns �Columni None I en nwm I Default ' <br /> �� ' _ M�2_; N��_I_N13 �LGolumns Columnl NotLe_19�^ Alum Default <br /> 13 ' M_13� N1 __I_N4 I Stra�Bracing_ NDne f None I gen Alum Defaul�J <br /> 1 4�__M 1 4_� N 3 I N14 Stra eracin None f_None en Alum pefaul� <br /> 15 M15_ � N6 _I N9 I Strap eracin None I None � Alum Default ' <br /> _16 M16_� N8 ._N21 Stra eracing� None e en Alum De a I <br /> 17� M17 _� N10__�N23 Sirap eracing j None None--�I-gen_Alum Default_ I <br /> 18 __ M18 l N12_ N21 Stra ep racing�None o��_L9en Alum Defau <br /> 19_! M19___� N10_ __: N_1_5 I __ Strap6racin None None I gen_Alum I Default <br /> 2Q_i_ __M20 _�__NG___I N4 Stra Bracin No e Nof1e gen Alum pefa I <br /> 21 M21 I N3 I N19 I I Strap Pracing J None None gen_Alum I Default I <br /> FISA-3D Version 8.02 [F:\...\...\...\...\Calcs\Models\ELEVATiON A.Bd� Page 8 <br />