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, • - <br /> __---. _ ._w..._.,.�.W,.. <br /> _ .*�.,�. ..�,.»,�....,..,�,�...� <br /> ... ....�.r�..w�c.�wwwdG",•ee�G,}►4f.-.x4' .. -.r..«-..r.r---..Jrr.ww•r�i�Y- - . <br /> 5x8= �.�5x� f � �•J`��� I�- C <br /> HO 1-02-13 K / -'�.,L HO 1-02-13 � Z <br /> �U j S <br /> n y <br /> � � <br /> 3x4�/ 3x4�� y ro <br /> 12 J M N � <br /> T1U 19 20 lU (/J <br /> 10� � � <br /> 18 z 1 O '0 <br /> 3x6�i 3x6�� O ',T� <br /> 12-10-13 5x10S1 Zz S 3x10�� � z <br /> 6-OS-11D H 17 D P ro <br /> 16 6x6= 23 N <br /> I <br /> j 24 F-' ',S.' <br /> B 4.5x4� O ~ <br /> T1 15 Bz 4.5x4� B3 1L <br /> 3x411 3 25 3x411 N <br /> _� c <br /> O <br /> N 3x4i 12 5 3x4� o O C <br /> O C=1 <br /> A B 1 V E O Q N r�i <br /> 4x6= 4x6= 0 �y <br /> � o z <br /> axa� O (,] <br /> O UJ <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 �'� (,.� <br /> BC 4-05-08 4-09-01 4-11-03 5-10-04 4-OS-14 S-OS-13 5-09-05 .-�+ � <br /> H (7y <br /> C <br /> 36-00-00 F� <br /> - r'v <br /> U2 <br /> TRUSSTAR2 -- VERSION J3.0 MEMBER FORCES (LBS) PLHTING CONFORMS TO TPI. S2 1100 3.00 X 6.00 CTR CTR <br /> RUN DATE: 10-25-90 TOP CHORDS (ICBO 1591) `b <br /> N-H = 0 T H-S1 = 2941 C PLATE VALUES MAY BE NOTES: �1 <br /> CSI SIZE LUMDER 1.15FB S1-J = 2941 C J-K = 2814 C VERIFIED WITH: 1. TRUSSES MANUFACTURED BY - �n <br /> TOP .95 2X 4 1650F1.5 1900 K-I. = 3075 C L-M = 3733 C Hydro-Air Eng., Inc. Superior Truss. <br /> BTM .67 2X 4 1650F1.5 1900 M-S7 = 3882 C S2-P = 3882 C GRIP VALUES BASED ON DFL 2. CONFORMS TO TPI-85. <br /> W8S .86 2X 4 SPFN03 650 P-O = 0 T & SPF LUMBER USING GROSS 3. BUILDING DESIGNER IS <br /> EXCEPTIONS: BOTTOM CHORDS AREA TEST METHOD. RESPONSIBLE FOR ADEQllATE <br /> K-L 2X 6 1650F1.5 1897 A-E = 1845 T E-F = 1999 T PLATES - 20 GAUGE PTX-20 DESIGN OF TRUSS TO BRG <br /> A-H 2X 4 DI'LN03 925 F-B = 2448 T B-D = 2342 T GRIPPING 570-335 PSI PER PAIR PLATE CONNECTION WHICH <br /> P-C 2X 4 1650F1.5 1900 D-I = 2900 T I-G = 3257 T INCLUDES 15.0$ INCREASE ALLOWS .45 INCHES OF <br /> LUMBER STRESS INCREASE: 15.0% G-C = 3184 T TENSION 910- 565 PLI PER PAIR HORZ. MOVEMENT AT JOINT C <br /> REPETITIVE MEMBER STRESS USED. 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 BRACINC: F.-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 H-D = 1297 T B 1050 4.50 X 4.00 CTR CTR 6. PROVIDE DRAINAGE 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 PONDING. � <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 i002 4.00 X 6.00 CTR 2.4 <br /> C-O = 244 C F 1050 3.00 X 4.00 CTR CTR <br /> LOADING LIVE DEAD (PSF) G 1010 3.00 X 9.00 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 �-r <br /> BTM CHD .0 10.0 LL DEFL = .28" < S/240 I 1010 4.50 X 4.00 CTR CTR O <br /> TOTAL 40.0 20.0 60.0 DL+LL HORZ = .45" AT O J 1050 3.00 X 4.00 CTR CTR <br /> S/DL+LL DEFL=637 S/DEFTH= 2.8 K 5150 5.00 X 8.00 CTR 2.7 �� <br /> SUPPORT CRITERIA L 5130 5.00 X 6.00 CTR 2.7 � <br /> JT REAC2 WIDTH JT REACT WIDTH M 1010 3.00 X 4.00 CTR CTR <br /> LE1S IN-SX LBS IN-SX N 4100 3.00 X 4.00 CTR CTR � 3 <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 �*��1 <br /> x <br />