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. . <br /> ... �v ._ . __ _:.,�_ _ ___�.�._.�.,_._.�....�... ......,,......�_....__ <br /> __....,,..�„_-... .d�.>... �....._.....__....____ _.._._____...__._._.w_ __ <br /> '�"" 7/v�,�� � <br /> 4x8= 2x�1 6x8= <br /> HO 4-13 J K L �U�� HO 4-13 V .Z <br /> H ►C <br /> Tiu C ro <br /> 6 2 U F-� � <br /> 12 3x6�/ 3x4\� <br /> S1 4J4 M W <br /> 3x6�� N N <br /> 10 4.5x4�i s2 p 'b <br /> I wB O � <br /> 11-oz-13 o z <br /> V1 2x3i � <br /> 5-08-04E <br /> E W9 N 'C1 <br /> 1Ox12= ~ <br /> T1 w� g Wl I-� ."��'' <br /> Wl WZ 3x4� zL O F-' <br /> B2 3x6O <br /> G 3z60 H+ <br /> 4x6= <br /> A 5 3x4� 5x14� O <br /> lz D O O <br /> o C <br /> F <br /> O t=7 <br /> H B1 C 2.5x411 Q O � <br /> 2x311 SxB= F, <br /> - N ° N o z <br /> 0 <br /> TC o 6-07-15 6-04-01 4-09-00 � 4-02-03 4-02-02 4-07-11 o O � <br /> BC 6-07-15 6-OS-13 4-09-00 �' 6-OS-00 6-C8-12 <br /> o 'Z7 C.� <br /> °' � O <br /> 32-00-00 � � <br /> _ C'.+ <br /> H <br /> TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT PLA?IVG CONFORMS TO TPI. S2 1100 3.00 X 6.00 CTR CTR �T� <br /> RUN DATF.: 10-25-90 HEEL OIN - 4SX OIN - 4SX (I''EO 1591) (�1 <br /> PLATE VALU�S MAY BE @ ADDITIONAL PLATE REQUIRED <br /> CSI SIZE LUMBER 1.15F8 MEMBER FORCES (LBS) VERIFIED WITH: FOR SCARF COVERAGE � <br /> TOP .95 2X 4 1550F1.5 1900 TOP CHORDS Hydro-Air Eng., Inc. �] <br /> BTM .82 2X 4 1650F1.5 1900 A-I = 2333 C I-S1 = 1756 C GRIP VALVES BASED ON DFL NOTES: t/Z <br /> WBS .78 2X 4 SPFN03 650 S1-J = 1756 C J-K = 2864 C & SPF LUMBER USING GROSS 1. TRUSSES MANUFACTURED BY - <br /> LEG@D .87 2X 4 1650F1.5 K-L = 2864 C L-M = 3390 C AREA TEST METHOD. Superior Truss. <br /> EXCEPTIONS: M-S2 = 4391 C S2-N = 4391 C PLATES - 20 GAUGE PTX-20 2. CONFORMS TO TPI-85. <br /> A-I 2X 4 1950F1.7 2242 N-D = 4781 C GRIPPING 570-335 PSI PER PAIR 3. BUILDING DESIGNER IS <br /> I-S1 SAME AS A-I BOTTOM CHORDS INCLUDES 15.0$ INCREASE RESPONSIBLE FOR ADEQUATE <br /> J-E 2X 4 DFLN03 925 A-H = 1785 T H-C = 1785 T TENSION 910- 565 PLI PER PAIR DESIGN OF TRUSS TO BRu <br /> C-E SAME AS J-E C-F = 0 T E-B = 2791 T SHEAR 885- 431 PLI PER PAIR PLATE CONNECTION WHICH <br /> LUMBER STRESS INCREASE: 15.0$ B-G = 3373 T G-D = 3936 T ALLOWS .48 INCHES OF <br /> REPETITIVE MEMF3ER STRESS USED. WEB5 JT TYPE PLATE SIZE X Y HORZ. MOVEMENT P,T JOINT D <br /> H-I = 128 T I-C = 590 C A 2002 4.00 X 6.00 3.9 2.7 4. ANCHOR TRUSS FOR A TOTAL <br /> LATERAL BRACING: C-J = 1060 C J-E = 2228 T ** JOINT A ** REQUIRES WEDGE HORIZONTAL LOAD OF 400 LBS. <br /> TOP CHORD - CONTINUOUS C-E = 2061 T E-K = 300 C H 1050 3.00 X 4.00 CTR CTR 5. PROVIDE DRAINAGE TO <br /> BTM CHORD - CONTINUOUS F-E = 49 T E-L = 1398 T C 1070 5.00 X 8.00 CTR CTR PREVENT WATER PONDING. <br /> ONE BRACE - I-C B-L = 572 T B-M = 604 C D *3-PLATES ON EACH SIDE* � <br /> , TWO BRACES - C-J M-C = 554 T G-N = 339 C #1 2107 5.00 X14.00 13.3 2.5 x <br /> TRUSS SPACING - 24.0 IN. ;i2 2600 3.00 X 6.00 14.1 1.5 <br /> DL+LL DEFL = .53" IN Z-J q3 2600 3.00 X 6.00 26.3 1.5 <br /> LOADING LIVE DEAD (PSF) LL DEFL = .31" < S/240 E 8191 10.00 X12.00 6.0 1.9 <br /> TOP CHD 40.0 10.0 DL�LL HORZ = .4A" AT D F 4000 2.50 X 4.00 CTR CTR LT1 <br /> BTM CHD .0 10.0 S/DL+LL DEFL=724 3/DEPTH= 2.9 G 1010 3.00 X 4.00 CTR CTR O <br /> TOTAL 40.0 20.0 60.0 H 1001 2.00 X 3.00 CTR CTR LO <br /> I 1050 4.50 X 4.00 CTR CTR L�.) <br /> SUPPORT CRITERIA @J 5150 4.00 X 8.00 CTR 1.1 �.I"� <br /> JT REACT WIDTH JT REACT WIDTH K �1001 2.00 X 3.00 CTR CTR <br /> LBS IN-SX LBS IN-SX @L 5150 6.00 X 8.00 CTR 1.6 F� � <br /> A 1675 3- 8 D 1875 5- 8 n 1010 3.00 X 4.00 CTR CTR 1�� <br /> N 1001 2.00 X 3.0� ^TR CTR A l� <br /> 51 1100 3.00 X 6.00 CTR CTR �•v;L7 <br /> �" <br />