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�- - <br /> -,. <br /> � _ G/�1�0 Yi� �V� 4x6� '� 4x8^.- 1 `Gfo��"�['�^ <br /> :io 4 13 g . � �-�' HO 9-13 � <br /> yS <br /> � <br /> � � x y <br /> H �C <br /> ro ro <br /> T��, T�U ro � <br /> 12 3x6�i 3x6�� W <br /> s 7, s 3 N !/) <br /> 10 4.5x4�i O b <br /> I 4.Sx4O O �/ <br /> J O Z <br /> 11-02-13 3 4 3 � <br /> ro <br /> � <br /> � <br /> T� 1L � x <br /> 1 z 1 0 � <br /> N <br /> 4x6= 4x6= O <br /> A D O O <br /> 0 C <br /> � � <br /> H B1L F E B1R G ",�1 <br /> 2x311 4x8= 4.5x4= 2x31) Q � <br /> S1 O x <br /> 3x6= � � <br /> N <br /> N � O tn <br /> N <br /> O <br /> Tc o 6-07-15 6-04-01 6-00-00 6-04-01 � 6-07-15 � �� (� <br /> P�C 6-07-15 6-05-13 5-08-08 � 6-05-13 6-07-15 x � <br /> H a7 <br /> r <br /> _ ?:-oo-oo - , H <br /> - --- -- --�. - _ "[� <br /> � <br /> TRUg5TAR2 -- VERSION 33.0 MEMBER FORCES (LBS) PLA:ING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED <br /> RUN DATF: 10-25-90 TOP CHORDS (ICBO ].591) FOR SCARF COVEP.AGE �� <br /> A-I = 2334 C I-S2 = 1757 C PLATE VALUES MAY BE �J <br /> CSI SIZ�: LUMBER 1.15FB S2-P = 1757 C B-C = 1344 C VERSFIED WITH: NOTES: �1 <br /> TOP .97 2X 4 1950F1.7 2242 C-53 = 1757 C S3-J = 1757 C Hydro-Air Eng., Inc. 1. TRUSSES MANUFACTURF.D EY - <br /> BTM .47 2X 4 1650F1.5 1900 J-D = 2334 C GRIP VALUES BASED ON DFL S��perior Truss. <br /> WBS� .45 2X 4 SPFN03 650 � AOTTOM CHORDS & SPF LUMBER USING GROSS 2. CONFORM.^, TO TPI-85. <br /> ERCEPTIONS: A-H = 1786 T H-F = 1786 T AREA TEST METHOD. 3. ANCHOR TRUSS FOR A TOTAL <br /> 52-B 2X 4 1650F1.5 1900 F-S1 = 1344 T S1-E = 1344 T PLATES - 20 GAUGE PTX-7_0 HORIZONTAL LOAP OF 393 LAS. <br /> B-C C-S3 S1-E SAME AS S2-B E-G = 1786 T G-D = 1786 T GRIPPING 570-335 PSI PER PAIR <br /> E-G G-D SAME AS S2-B WEBS INCLUDES 15.0% INCREASE <br /> LUM[lER STRF.SS INCREASE: 15.0$ H-I = 128 T Z-F = 590 C TENSION 910- 565 PLI PER PAIR <br /> REPETITIVE MEML'ER STRESS USED. F-R = 515 T F-C = 0 T SHEAR 885- 431 PLI PER PAIR <br /> E-C = 515 T E-J = 590 C <br /> LATF.RAL BRACING: G-J = 128 T JT TYPE PLATE SIZE X Y <br /> TOP CHORD - CONTINUOUS A 2002 4.00 X 6.00 3.9 2.7 <br /> BTM C}10RD - CONTINUOUS DL+I.L DEFL = .49" IN B-C ** JOINT A ** REQUIRES WEDGE <br /> ONE BRACE - I-F E-J LL DEFL = .09" < S/240 B 5101 4.00 7t 6.00 2.1 1.7 �b <br /> . TRUSS SPACING - 24.0 IN. S/DL+I.L DEFL-780 S/DEPTH= 2.9 @C 5?50 4.00 X 8.00 CTR 1.6 �ti <br /> D 2002 4.00 X 6.00 3.9 2.7 =., <br /> LOADINC LIVF DEAD (FSF) ** JOINT D ** REQUIRES WEDGE <br /> TOP CHD 40.0 10.0 E 1050 9.50 X 9.00 CTR CTR <br /> BTM CfiD .0 10.0 F 1070 9.00 X 3.00 CTR CTR �-n <br /> TOTAL 40.0 7.0.0 60.0 G 1001 2.00 X 3.00 CTR CTR � <br /> H 1001 2.00 X 3.00 CTR CTR tfl <br /> SUFPORT CRITERIA I 1050 4.50 X 4.00 CTR CTR �� <br /> JT REACT WIDTH .IT REACT WIDTH J 1050 9.50 X 4.00 CTR CTR �� <br /> I.85 IN-SX LRS IN-SX S1 1100 3.00 X 6.00 CTR CTR <br /> A 1994 3- 8 D 1A84 3- 8 S2 1100 3.00 X 6.00 CTR CTR �'1"� � <br /> 53 1100 3.00 X 6.00 CTR CTR �� <br /> I.F:FT RIGHT �� <br /> HEEL OIN - 45X OIN - 45X '�V <br /> x <br /> F� .� <br />