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1w ' <br /> LUMBER SPECIFICATIONS Top.Chd Bottom Chd Webs <br /> Top Chord 2x 6 w i55OF-1.5E MSR S-P-F T 1- -1516 B 1- 819 W 1 - 455 W 2 - 455 Standard uniform Loading (PSF) <br /> Bot Chord 2x 8 * DENSE SEL. STR. S. P T 2- -927 B 2- 819 W 3a- -1650 W 31b- -1550 TCLL 30.0; TCDL - 7.0; BCDL - 10.0; SPECIAL PLATE POSITIONING CHART <br /> Web Piece 2x 4 ■ STUD CAN. S-P-F T 3- 553 B 3- 819 W 4 - 69 JOINTF X_(in) Y: (in) ANGLE- <br /> Web 4- 563 Uniform Loads PLF Load Case 1 <br /> T 5- -927 Initial Final Start End Dir. 1 2.90 3.15 36.0 <br /> T 6- -1516 TCDL 10.0 10.0 4.15 8.73 V 4 0.00 -7.78 90.0 <br /> BEARING REQUIREMENTS TCDL 10.0 10.0 11.27 15.85 V 7 -2.90 3.15 -36.0 <br /> BEARING ACT. SIZE REG. SIZE LBS BCLL 80.0 80.0 4.15 15.65 V <br /> 81 3.50 In. 1.55 In. 1533 Web Member Loading <br /> BL 3.50 In. 1.55 In. 1533 Live Dead Web <br /> 0.0 10.0 3 <br /> THIS TRUSS IS DESIGNED USING THE ANSI 0.010.0 4 <br /> A58.1 CODE. BASIC WIND SPEED -80 MPH. Increase - 1.150 <br /> LIVE LOAD DEFLECTION BASED ON L/240 <br /> THIS ATTIC IS DESIGNED FOR OCCUPANCY. <br /> � 4-0-0 � �1-3-4i 4-8-12 <br /> ONE ROW OF CROSS BRIDGING ("X-BRACING") 4-8-12 1-3 a 4-0-0 <br /> IS REQUIRED AT CENTERLINE OF ROOM. <br /> R4-5 <br /> NOTE: LUMBER IN PANELS DESIGNATED BY xx <br /> IN THIS AREA MUST BE FREE OF KNOTS, <br /> CFIECKS, SPLITS, AND WANE. <br /> 3-6 3-6 <br /> R3- <br /> 12 12 <br /> 12 � 12 <br /> 10-8-0 <br /> R3-6 B-0-0 R3-6 <br /> 0-6-0I <br /> Io-e-o <br /> R3-6 R3-6 <br /> 3-5 12-0-0 1 3-5 -0-0 <br /> 1-0-0� 4-0-0 4- -0 <br /> 20-0-0 OVERALL SPAN <br /> MODE 220 TPI 85 24.00" 0. 9/24/92 <br /> A TrusPlus Design <br /> / EBCO-2 / Version 3.5 <br />