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� <br /> 9.Sx4= C' <br /> HO 4-13 g Ho 4-13 <br /> cn x <br /> n � <br /> H ro <br /> � r� <br /> i z 1 F., <br /> � � <br /> 10 3x4�i 3x4�� Op � <br /> G q <br /> 8-03-13 O 7" <br /> 3-o9-o3D <br /> TC � O <br /> D b <br /> 3 5x8= 3 ~ <br /> 1 <br /> N ",.� <br /> 3xell � ~ <br /> � B1 B2 3x811 <br /> 4x6� F E 4x6� �"� <br /> A �5 2x311 � O <br /> 12 0 C <br /> Q O � O � <br /> " � o � <br /> N N <br /> TC a 4-09-10 4-OB-06 4-OS-06 4-09-10 � I 0 � <br /> HC 4-09-10 4-OB-06 4-OS-o6 4-09-10 O V� <br /> 19-00-00 � � <br /> H b7 <br /> r <br /> TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT PL;�TING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED �"�� <br /> RUN DATE: 10-25-90 HEEL OIN - 4SX OIN - 4SX (ICBO 1591) FOR SCARF COVERAGE Fb <br /> PLh�C:�. VALUES MAY BE r� <br /> CSI SIZE LUMBER 1.15F8 MEMBER FORCES (LBS) VER:FIED WITH: NOTES: � <br /> TOP .69 27C 4 1650F1.5 1900 TOP CHORDS Hydro-Air Eng.. Inc. 1. TRUSSES MANUFACTURED BY - � <br /> BTM .44 2X 4 1650F1.5 1900 A-G = 2576 C G-B = 1738 C GRIP VALUES BASED ON DFL Superior Truss. �'� <br /> WBS .89 2X 4 SPFN03 650 B-H = 1738 C H-C = 2576 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. F� <br /> WOG@A 2X 4 1650F1.5 BOTTOM CHORDS � AREA TEST METHOD. 3. BUILDING DESIGNER IS Lzy <br /> . WDG@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTX-20 RESPONSIBLE FOR ADEQUATE 7-. <br /> LUMHER STRESS INCREASE: 15.0� D-E = 2144 T E-C = 2144 T GRIPPING 570-335 PSI PER PAIR DESIGN OF TRUSS TO BRG � <br /> REPETITIVE MEMBER STRESS USED. WEBS INCLUDES 15.0% INCREASE PLATE CONNECTION WHICH <br /> F-G = 91 T G-D = 644 C TENSION 910- 565 PLI PER PAIR ALLOWS .26 INCHES OF <br /> LATERAL BRACING: D-B = 1755 T D-H = 644 C SHEAR 885- 431 PLI PER PAIR HORZ. MOVEMENT AT JOINT C <br /> TOP CHORD - CONTINUOUS E-H = 91 T 4. ANCHOR TRUSS FOR A TOTAL <br /> BTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 284 LBS. <br /> TRUSS SPACING - 24.0 IN. DL+LL DEFL = .28" IN B-H A *2-PLATES ON EACH SIDE* <br /> LL DEFL = .15" < S/240 #1 2102 4.00 X 6.00 2.0 1.7 `�d <br /> . LOADING LIVE DEAD (PSF) DL+LL HORZ = .26" AT C #2 2500 3.00 X 8.00 2.9 4.5 �` <br /> TOP CHD 40.0 10.0 S/DL+LL DEFL=919 S/DEPTH= 2.4 @B 3001 4.50 X 4.00 CTR 1.5 <br /> BTM CHD .0 10.0 C *2-PLATES ON EACH SIDE* <br /> TOTAL 40.0 20.0 60.0 H1 2102 4.00 X 6.00 2.0 1.7 C..7'7 <br /> !f2 2500 3.00 X 8.00 2.9 4.5 � <br /> SUPPORT CRITERIA D 6070 5.00 X 8.00 CTR 3.0 `� <br /> N <br /> JT REACT WIDTH JT REACT WIDTH E 1001 2.00 X 3.00 CTR CTR � <br /> LBS IN-SX LBS IN-SX F 1001 2.00 X 3.00 CTR CTR <br /> A 1084 5- 8 C 1084 5- 8 G 1050 3.00 X 4.00 CTR CTR � � <br /> H 1050 3.00 X 9.00 CTR CTR � ,� <br /> � <br /> x <br />