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��--���-�' -''"��IL...+��' C <br /> 5x6= 4.5x4= 8�x8= !r(»S <br /> . HO 10-OSa I R� HO 1-02-13 � � <br /> T 2c311 � � <br /> 3x411 <br /> ° 2 u '� 'b ' <br /> N C+J <br /> _ 3x40 <br /> S1 W <br /> 01 V! <br /> � o ro <br /> ie 17 0 � <br /> 12-10-13 13 19 20 18 5x10�� � z <br /> 4-01-02D 14 H <br /> 1 2 F%+ <br /> . � <br /> � i 2 L !� ,�' <br /> . n 2 Z O F+ <br /> 5x8= 3x411 <br /> 23 Q <br /> B2 F 83 O <br /> 4.Sx4! A <br /> O � 2x311 � � <br /> p H1 E 5 <br /> 4x6= 4.Sz4= lZ `-'� O �j <br /> � o z <br /> 4x6� p � <br /> O tA <br /> TC 2-11-12 4-09-04 3-02-12 3-08-10 5-00-13 5-02-09 240o r� y <br /> BC 4-10-08 5-11-08 3-10-06 5-00-13 5-02-09 �.: O <br /> H (� <br /> 24-'1-12 � r <br /> �'TJ <br /> t!2 <br /> TRUSSTAR2 -- VER3ION 33.0 MEMBER FORCES (LBS) PLATING CONFORMS TO TPI. NOTES: <br /> RUN DATE: 10-25-90 G-S1 = 1635 C S1-H = 1635 C (ICBO 1591) 1. TRUSSES MANUFACTURED BY - � <br /> H-Q = 0 T PLATE VALUES MAY BE Superior Truss. � � <br /> , CSI SIZE LUMBER 1.15F8 HOTTOM CHORDS VERIFIED WITH: 2. CONFORMS TO TPI-85. �� <br /> TOP .55 2X 4 1650F1.5 1900 P-E = 230 T E-F = 562 T Hydro-Air Eng., Inc. 3. END VERTICAL(S) NOT � <br /> • BTM .37 2X 4 1650F1.5 1900 F-D = 'I45 T D-A a 1520 T GRIP VALUES BASED ON DFL DESIGNED FOR WIND EXPOSIJRE. <br /> WBS .89 2X 4 SPFN03 650 A-C = 1520 T & SPF LUMBER iISING GROSS 4. ANCHOR TRUSS FOR A TOTAL <br /> LUMBER STRESS INCREASE: 15.0$ WEB3 AREA TEST METHOD. HORIZONTAL LOAD OF 460 LBS. <br /> REPETITIVE MEMBER STRESS USED. P-O = 105 C P-B = 998 C PLATES - 20 GAUGE PTX-20 5. PROVIDE DRAINACE TO <br /> . B-E = 708 T E-I = 827 C GRIPPSNG 570-335 PSI PER PAIR PREVENT WATER PONDING. <br /> LATERAL BRACING: I-F = 553 T F-R = 499 C INCLUDES 15.0$ INCREASE 6. DUE TO TRUSS CONFIGURATION <br /> TOP CHORD - CONTINUOUS R-D = 1420 T D-G = 308 C TENSION 910- 565 PLI PER PAIR TAKE EXTRA CARE IN HANDLING. <br /> BTM CHORD - CONTINUOUS D-H = 152 C A-H = 103 T SHEAR 885- 431 PLI PER PAIR DUE TO OVERALL HEIGHT-TO- <br /> ONE HRACE - P-O H-E F-R H-C = 2035 C C-Q = 183 C LENCTH RATIO, QUALIFIED <br /> TWO BRACES - P-B E-S H-C JT TYPE PLATE SIZE X Y DESIGN OF PERMANENT <br /> TRUSS SPACINC - 24.0 IN. DL+LL DEFL = .20" IN R-G A 1001 2.00 X 3.00 CTR CTR BRACING IS REQUIRED. <br /> LL DEFL = .11" < S/240 B 5093 5.00 X 6.00 2.1 1.7 <br /> LOADING LIVE DEAD (PSF) S/DL*LL DEFL=999 S/DEPTH= 2.0 C 4214 4.00 X 6.00 1.9 1.8 `� <br /> . TOP CHD 25.0 10.0 D b070 5.00 X 8.00 CTR 3.0 `�: <br /> BTM CHD .0 I0.0 E 5093 4.50 X 4.00 2.0 2.2 <br /> TOTAL 25.0 20.0 45.0 F 1050 9.50 X 4.00 CTR CTR <br /> G 1001 2.00 X 3.00 CTR CTR `T <br /> SUPPORT CRITERIA H 1073 5.00 7C10.00 3.8 1.5 � <br /> JT REACT WIDTH JT REACT WIDTH I 1010 4.50 R 4.00 CTR CTR �� <br /> LBS IN-SX LBS IN-SX O 4100 3.00 X 4.00 CTR CTR �� <br /> P 1124 3- 8 C 1124 3- 8 P 4010 4.00 X 6.00 CTR CTR N <br /> Q 4100 3.00 X 4.00 CTR CTR �� <br /> R 5130 8.00 X 8.00 2.1 1.7 <br /> MEMBER FORCES (LBS) • S1 1100 3.00 X 4.00 CTR CTR M 3 <br /> - TOP CHORDS � �� <br /> O-B = 0 T B-I = 335 C /��,'{y <br /> I-R = 688 C R-G = 1635 C V"'� <br /> x <br />