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• .,. <br /> ����� ,.. __�.�.. �. <br /> 5x8= �5x6= ��„ <br /> HO 1-02-13 K L �v S5 HO 1-02-13 �,,�, z <br /> '�1 ►t�, <br /> 3x4�i 3x4�� N � <br /> 12 J M <br /> W20 <br /> 10 T1U W19 lU � y <br /> W18 <br /> � W21 <br /> 3x6/ 3x6�� O '� <br /> 12-10-13 il W22 S2 O x <br /> Sx10� 3x10\� O <br /> 6-OS-11D H W17 D p ro <br /> w16 bx6= W23 N <br /> i <br /> I 2 4 I-� x, <br /> B 4.5x4� � � <br /> T1 W15 B2 4.5x4i FUR1 FUR3 B3 1L N <br /> 3x4I1 W3 � FUR4 W25 3x411 � <br /> 5 <br /> O <br /> 3x4i 12 FURS O `, <br /> O L=1 <br /> A B1 E �+ <br /> 4x6= 4x6= � � �j <br /> C � Z <br /> 4x8� � � <br /> O � <br /> TC 2400 4-03-01 4-11-OS 4-09-07 8-00-00 4-06-13 4-06-14 4-10-05 2400 �� (,a <br /> BC 4-OS-o6 4-09-01 4-11-03 5-10-04 4-08-14 5-OS-13 5-09-OS � � <br /> H by <br /> 36-00-0o H <br /> "z7 <br /> t/2 <br /> TRUSSTAR2 -- VERSION 33.0 MEMBER FORCES (LBS) PLATING CONFORMS TO TPI. 32 1100 3.00 X 6.00 CTR CTR <br /> RUN DATE: 10-25-90 TOP CHORDS (ICBO 1591) � <br /> N-H = 0 T H-S1 a 2941 C PLATE VALUES MAY BE NOTES: �� <br /> CSI SIZE LUMBER 1.15F8 S1-J = 2941 C J-K = 2814 C VERIFIED WITH: 1. TRUSSES MANUFACTURED BY - �� <br /> TOP .95 2X 4 1650F1.5 1900 K-L = 3075 C L-M = 3733 C Hydro-Air Eng., Inc. Superior Truss. • <br /> BTM .67 2X 4 1650F1.5 1900 M-S2 = 3882 C S2-P = 3882 C GRIP VALUES BASED ON DFL 2. CONFORMS TO TPI-85. <br /> WBS .86 21{ 4 SPFN03 650 P-O = 0 T & SPF LUMBER USING GROSS 3. BOILDING DESIGNER IS . <br /> EXCEPTIONS: BOTTOM CHORD3 AREA TEST METHOD. RESPONSIBLE FOR ADEQUATE <br /> R-L 2X 6 1650F1.5 1897 A-E = 1845 T E-F = 1999 T PLATES - 20 CAUGE PTX-20 DESIGN OF TRUSS TO BRC <br /> A-H 2X 4 DFLN03 925 F-H = 2448 T B-D = 2342 T GRIPPING 570-335 PSI PER PAIR PLATE CONNECTION WHICH <br /> P-C 2X 4 1650F1.5 1900 D-2 = 2900 T I-G = 3257 T INCLUDES 15.0$ INCREASE ALLOWS .45 INCHES OF <br /> LUMB6R STRESS INCREASE: 15.0$ G-C = 3184 T TENSIO� 910- 565 PLI PER PAIR HORZ. MOVEMENT AT JOINT C <br /> REPETITIVE MEMBER STRESS U9ED. WEBS SHEAR 885- 431 PLI PER PAIR 4. PREVENT TRUSS ROTATION AT <br /> A-N = 223 C A-H = 2643 C ALL BEARING LOCATIONS. <br /> LATERAL BRACING: E-H = 677 C H-F = 472 T JT TYPE PLATE SIZE X Y 5. ANCHOR TRUSS FOR A TOTAL <br /> TOP CHORD - CONTINUOUS F-J = 304 C J-B = 135 C A 4010 4.00 X 6.00 CTR CTR HORIZONTAL LOAD OF 457 LBS. <br /> BTM CHORD - CONTINUOUS B-K = 242 T R-D = 1297 T B 1050 4.50 X 4.00 CTR CTR 6. PROVIDE DRAINACE TO <br /> ONE BRACE - A-H D-L = 1267 T L-I = 591 T C 4214 4.00 X 8.00 2.9 2.0 PREVENT WATER PONDZNG. � <br /> TWO BRACES - P-C I-M = 348 C M-G = 49 C D 6030 6.00 X 6.00 CTR 3.6 � <br /> TRUSS SPACING - 24.0 IN. G-P = 135 T P-C = 4260 C E 5002 4.00 X 6.00 CTR 2.4 <br /> C-O = 244 C F 1050 3.00 X 9.00 CTR CTR <br /> LOADING LIVE DEAD (PSF) G 1010 3.00 X 4.00 CTR CTR <br /> TOP CHD 40.0 10.0 DL+LL DEFL = .68" IN K-L H 1073 5.00 X10.00 3.8 1.5 L� <br /> BTM CHD .0 10.0 LL DEFL = .28" < S/240 I 1010 4.50 X 4.00 CTR CTR 0 <br /> TOTAL 40.0 20.0 60.0 OL+LL HORZ = .45" AT O J 1050 3.00 X 4.00 CTR CTR �� <br /> S/DL+LL DEFL=637 S/DEPTH= 2.8 K 5150 5.00 X 8.00 CT12 2.7 �7 <br /> SUPPORT CRITERIA L 5130 5.00 X 6.00 CTR 2.7 � <br /> JT REACT WIDTH JT REACT WIDTH M 1010 3.00 X 4.00 CTR CTR <br /> LBS IN-SX LBS IN-SX . N 4100 3.00 X 4.00 CTR CTR � � <br /> A 2159 3- 9 C 2159 3- 9 O 4100 3.00 X 4.00 CTR CTR <br /> P 1010 3.00 X10.00 1.9 1.5 �� <br /> S1 1100 3.00 X 6.00 CTR CTR � <br />