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ti <br /> � 4.5x4= � <br /> � HO 4-13 g HO 4-13 � <br /> n ki <br /> H ro <br /> � � <br /> i z 1 �+ <br /> �0 U� <br /> 10 3x4�i 3x40 O �U <br /> 0 H O �b <br /> 8-03-13 Z o x <br /> T O <br /> 3-09-03D <br /> D ro <br /> 3 5x8= 3 ~ <br /> O I-+ <br /> 3x811 gl g2 3xe 11 <br /> 4x6i F E 4x6� E"� <br /> _ A 2x311�5 2x311 � O � <br /> lZ 0 C <br /> 0 � � � �x <br /> � � <br /> 0 <br /> TC O 4-09-10 4-08-06 4-OB-06 4-09-10 � <br /> HC 4-09-10 4-OB-06 4-08-06 4-09-10 � � <br /> �'d C.I <br /> �9-00-0o x o <br /> � � <br /> r <br /> TRUSSTAR2 -- VERSIOti 33.0 LEFT RIGHT PLATING CONFORMS TO TPI. @ ADDITIONAL PLATE REQUIRED � <br /> RUN DATE: 10-25-90 HEEL OIN - 4SX OIN - 4S7C (ICBO 1591) - FOR SCARF COVERAGE �! <br /> PLATF. VALUES MAY BE <br /> CSI SIZE LtlMHER 1.15F8 MEMBER FORCES (LBS) VERIFIED WITH: NOTES: � <br /> TOP .69 2X 4 1650F1.5 1900 TOP CHORDS Hpdro-Air Eng., Inc. 1. TRUSSES MANUFACTURED BY - � <br /> BTM .44 2X 4 1650F1.5 1900 A-C = 2576 C G-B = 1738 C GRIP VALUES BASED ON DFL Superior Trusa. �� <br /> WBS .89 2X 4 SPF1103 650 B-H = 1738 C H-C m 2576 C & SPF LUMBER USZNG GROSS 2. CONFORMS TO TPI-85. G <br /> WDG@A lX 4 1650F1.5 80TTOM CHORD3 AREA TEST METHOD. 3. BUILDING DESIGNER IS trJ <br /> VDG@C 2X 4 1650F1.5 A-F = 2144 T F-D = 2144 T PLATES - 20 GAUGE PTX-20' RESPONSIBLE FOR ADEQUATE � <br /> Lt1MBER 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.OSK INCREASE PLATE CONNECTION WHICH <br /> F-G = 91 T G-D = 644 C TENSION 910- 565 PLZ PER PAIR ALLOWS .26 INCHES OF <br /> LATERAL BRACING: D-B = 1755 T D-H = 644 C SHEAR 865- 431 PLI PER PAIR HORZ. MOVEMENT AT JOINT C <br /> TOP CHORD - CONTIlYUOUS E-H = 91 T 4. ANCHOR TRUSS FOR A TOTAL <br /> BTM CHORD - CONTINLOUS JT TYPE PLATE SIZE R Y HORIZONTAL LOAD OF 284 LBS. <br /> TRUSS SPACINC - 24.0 IN. DL+LL DEFL = .28" IN B-H A *2-PLATES ON EACH SIDEx <br /> LL DEFL = .15" < S/240 #1 2102 4.00 X 6.00 2.0 1.7 � <br /> . LOADINC LIVE DEAD (PSF) DL+LL HORZ = .26" AT C ti2 2500 3.00 X 8.00 2.9 4.5 <br /> TOP CHD 40.0 10.0 S/DL+LL DEFL=819 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 N1 2102 4.00 X 6.00 2.0 1.7 O <br /> #2 2500 3.00 X 8.00 2.9 4.5 `� <br /> SUPPORT CRITERIA D 6070 5.00 X 8.00 CTR 3.0 �� <br /> JT REACT WIDTH JT REACT W2DTH E 1001 2.00 X 3.00 CTR CTR �'J <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 � ,.3 <br /> H 1050 3.00 X 4.00 CTR CTR <br /> �� <br /> � x <br />