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10 <br /> 4.Sx4= � <br /> , HO 4-13 g HO 4-13 � <br /> n K <br /> � M <br /> 12 � <br /> lo� <br /> i tp V! <br /> o ro <br /> 3x4O 3x4�� O '�TJ <br /> C • H C x <br /> 8-03-13 T C � <br /> 3-09-03D " b <br /> F-+ <br /> D � <br /> q 5 x 8= 3 F•+ ►►4 <br /> O F+ <br /> 3x811 B1 82 3x811 O <br /> � F E � <br /> 4A6� 2x311 15 2x311 4C6� <br /> � � � '� <br /> x <br /> �Z <br /> TC 4-09-10 4-OS-o6 4-08-06 4-09-10 � <br /> 8C 4-09-10 4-OB-06 4-08-06 4-09-10 � � � <br /> �L C.1 <br /> �9-00-0o x o <br /> H a7 <br /> L� <br /> TRUSSTAR2 -- VERSION 33.0 LEFT RIGHT FiATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED L <br /> RUN DATE: 10-25-90 HEEL OIN - 4S7C OIN - 4SIC (ICBO 1591) FOR SCARF COVERAGE �S <br /> PLATE VALIIES MAY BE <br /> CSI SI2E LVMBER 1.15FB MEMBER FORCES (LB3) VERIFIED WITH: NOTES: � <br /> TOP .69 27C 4 1650F1.5 1900 TOP CHORD3 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 2R 4 SPFN03 650 B-H = 1738 C H-C = 2576 C & SPF LUMBER USING GROSS 2. CONFORMS TO TPI-85. ~� <br /> �.:J <br /> WDG@A 2X 4 1650F1.5 BOTTOM CHORDS AREA TEST METHOD. 3. BUILDING DESIGNER IS �e� <br /> WDC@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTR-20 RESPONSIHLE FOR ADEQUATE `��-r� <br /> LUMBER STRESS INCREASE: 15.0$ D-E = 2144 T E-C = 2144 T GRIPPING 570-335 PSI PER PAIR DESIGN OF TRUSS TO BRG �� <br /> REPETZTSVE MEMBER STRESS USED. WEBS INCLUDES 15.0� INCREASE PLATE CONNECTION WHICH <br /> F-G = 91 T C-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 /> HTM CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y HORIZONTAL LOAD OF 284 LBS. <br /> TRUSS SPACING - 24.0 IN. DL«LL DEFL = .28" IN 8-H A *2-PLATES ON EACH SIDE• <br /> LL DEFL = .15" < S/240 lil 2102 4.00 X 6.00 2.0 1.7 X <br /> • LOADING LIVE DEAD (PSF) DL+LL HORZ = .26" AT C #2 2500 3.00 X 8.00 2.9 4.5 <br /> ?OP CHD 40.0 10.0 S/DL+LL DEFL=819 S/DEPTH= 2.4 @S 3001 4.50 X 4.00 CTR 1.5 <br /> BTM CHD .0 10.0 C *2-PLATES ON EACH SIDE* <br /> TOTAL 90.0 20.0 60.0 #1 2102 4.00 X 6.00 2.0 1.7 �� <br /> #2 2500 3.00 X 8.00 2.9 4.5 � <br /> 3UPPORT 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-SR LBS IN-SA F 1001 2.00 X 3.00 CTR CTR <br /> A 1084 5- 8 C 1084 5- 8 C 1050 3.00 X 4.00 CTR CTR � �, <br /> • H 1050 3.00 X 4.00 CTR CTR <br /> �,"� <br /> � x <br /> � <br />