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. . < <br /> . b <br /> 5x6= r" <br /> HO 4-13 g HO 4-13 � ,.'��. <br /> � � <br /> ro <br /> 12 2x411 2x411 [rJ <br /> G H <br /> 10� T1U lU N <br /> o ro <br /> 3x6�/ 3x6�� � z <br /> S2 g3 � <br /> 12-06-07 2x3�� 2x3�/ <br /> F 1 I b <br /> E'a <br /> z Z I <br /> � x <br /> o � <br /> T1 3 1L N <br /> 4.5x4= 3 O <br /> p 4.Sx4= Q Q <br /> C O C <br /> o t1] <br /> Q B1L E S1 D B1R Q H x <br /> 4x8= 3x6= 4x8= � �j <br /> � � o z <br /> N <br /> O N <br /> TC o 5-00-14 4-08-15 4-08-15 4-08-15 4-08-15 5-00-14 o O !n <br /> BC 9-09-13 9-OS-14 9-09-13 <br /> � �"C'7 C-I <br /> - 29-ol-OS H � <br /> _ L� <br /> H <br /> TRUSSTAR2 -- VERSION 33.0 LEFT RICHT PLATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED � <br /> RUN DATE: 10-25-90 HEEL OIN - 45X OIN - 4SX (Ic:F� 1591) FOR SCARF COVERAGE <br /> PLATE VALUES MAY BE r� <br /> CSI SIZE LUMBER 1.15FB MEMBER FORCE5 (LBS) VERIFIED WITH: NOTES: �r� <br /> TOP .63 2X 4 1650F1.5 1900 TOP CNORDS Hydro-Air Eng., Inc. 1. TRUSSES MANUFACTURED BY - r� <br /> BTM .67 2X 4 1650F1.5 1900 A-F = 2153 C F-52 = 1794 C GRIP VALUES BASED ON DFL Superior Truss. ~� <br /> WBS .50 2X 4 SPFN03 650 52-G = 1794 C G-B = 1794 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. � <br /> LUMBER STRESS INCREASE: 15.0$ B-H = 1794 C H-53 = 1794 C AREA TEST METHOD. 3. ANCHOR TRUSS FOR A TOTAL �. <br /> REPETITIVE MEMBER STRESS USED. S3-I = 1794 C I-C = 2153 C PLATES - 20 GAUGE PTX-20 HORIZONTAL LOAD OF 936 LBS. �� <br /> BOTTOM CHORDS GRIPPING 570-335 PSI PER PAIR �� <br /> LATERAL BRACING: A-E = 1654 T E-S1 = 1022 T INCLUDES 15.0� INCREASE <br /> TOP CHORD - CONTINUOUS S1-D = 1022 T D-C = 1654 T TENSION 910- 565 PLI P6R PAZR <br /> BTM CHORD - CONTINUOUS WEBS 5HF,AR 885- 431 PLI PER PAIR <br /> ONE BRACE - E-G E-B B-D F-F, = 370 C E-G = 475 C <br /> - D-H E-B = 978 T B-D = 978 T JT TYPE PLATE SIZE X Y <br /> TRUSS SPACING - 24.0 IN. D-tt = 475 C D-I = 370 C A 2001 4.50 X 4.00 3.5 3.5 "'� <br /> @8 3U10 5.00 X 6.00 CTR 2.1 x <br /> LCADItJG LIVE DEAD (PSF) DL+LL DEFL = .31" IN P-C C 2001 4.50 X 4.00 3.5 3.5 <br /> TOP CHD 40.0 10.0 LL DEFL = .10" < S/240 D 1070 4.00 ; 8.00 CTR CTR <br /> BTM CHD .0 10.0 S/PL+�LL DEFL=999 S/DEPTH= 2.4 E 1070 4.00 X 8.00 CTR CTR LT1 <br /> TOTAL 40.0 20.0 60.0 F 1001 2.00 Y 3.00 CTR CTR � <br /> G i001 2.00 X 4.00 CTR CTR �'� <br /> SUPPORT CRITERIA H 1001 2.00 X 4.00 CTR CTR �' I <br /> � <br /> JT REACT WIDTH JT REACT WIDTH I 1001 2.00 X 3.00 CTR CTR <br /> LAS IN-SX L85 IN-SX 51 110� 3.00 X 6.00 CTR CTR FT� 3 <br /> A 1712 3- 8 C 1712 3- 8 52 1100 3.00 X 6.00 CTR CTR ~� <br /> S3 ].100 3.00 X 6.00 CTR CTR �, � <br /> x <br /> �., � <br />