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Dp� pLSON � 08-13-1991 ► <br /> � �{ 72 / ( DAVE K. DES: BLP CHK: TPI-85 ANALYSIS <br /> TOP CH9R9 LIVE LOAD 30.00 PSF LM PLATE SERIES: LDVM= 1 � <br /> i0R CHO�p DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS <br /> BOT CHORD OEAD LOAD 10.00 PSF K 18GA 200 PSI GROSS " <br /> TOTAL UNIFORM LOAD 47.00 PSF <br /> LOAD DURATION FACTOR tsy. TRuss SPACING: 2.00 FT. CENTERS DESIGN PREPAFiED BY TRUSS FABRICATOR <br /> Tt 2X4 SPF MSR 2100E-1 .8E REACTIONS: VERT. HOR. MIN.BRG. � <br /> T2 2X4 SPF MSR 2400E-2.OE 1 1308 -0 3.50 IN. SPLICES SHALL BE 1/4 PANEL +/- 1 '-0" <br /> B1 2X6 SPF MSR 2400E-2.OE 7 1309 0 3. 50 IN. UNLESS NOTED. <br /> W1 2X4 DF #3/STUD PIATE SlOT DIRECTION AND PLATE ORIENTATION IS <br /> TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL INOICATED BY HASHMARKS. <br /> MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE lBR MEMBER FORCE LBR PLATE SIZES ANO GAGES SHOWN ARE CONTROILED BY <br /> 1- 2 -6706 T2 7- 8 I846 81 11- 2 -421 Wi 11- 3 1057 W1 TRUSS FABRICATOR PLATE INVENTORY. <br /> 2- 3 -6328 T2 8- 9 3882 81 10- 3 -719 W1 10- 4 2330 W1 <br /> 3- 4 -4727 T2 9- 10 2918 B1 8- 4 887 W1 8- 5 -588 W1 <br /> 4- 5 -3650 TI 10- II 5181 81 8- 5 871 W1 8- 8 -355 W1 <br /> 5- 6 -4838 T1 II - 1 6437 B1 <br /> 6- 7 -5088 TI <br /> SPLICE : 8- 9=4 x 5. 3 5- 6=3 x 5.3 <br /> PLATES 2- 3=3 x 5. 3 <br /> 14'-0"-14 14'-0"-14 <br /> 4 ' -10"-it 4'-7"-1 4'-7"-2 4'-7"-2 4'-7"-3 4'-10"-9 <br /> 12 12 <br /> 4 �- � q <br /> 8x7= <br /> � 4 <br /> 3x5.3�; 3x5.3� <br /> � 3 5� <br /> I Sx�. S ;� � 1 .5x3. 5% <br /> � 5'-2"-6 <br /> 5' -2"-s KSxB = 2 '' - 0 s� 4x10.5= <br /> 6.._� � � _:�, 10 =ax 9 7/ s"-� <br /> '� -- 11 4x5.3: 8x8.8= _ 5.3 <br /> C�'�� _ 4 x 5.3 8 <br /> 2. 14 1 .47 <br /> 12 12 <br /> 3 5 IP� 3.5 IN <br /> 2'-0.. BRG BRG <br /> 28'-i"-12 Z•-�� <br /> SCALE: i 5� - �U"-13 i 5'-7"-3 � 5'-5"-7 � 5'-5"-7 � 5'-8"-14. � 575115 <br /> 1 FT=. 2593" � 11 '-6" 18'-7"-12 � V 6.50 <br /> ------ --------__ _ <br /> i.�, THIS COMPONENT DESIGN IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION <br /> OF THEIR FINAL BUILDING DESIGN. DESIGN CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE-TPI AND <br /> 1 f II NDS BY THE NATIONAL FOREST PRODUCTS ASSOC. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION,BRACING <br /> � (c) 1990 LUMBERMATE Oiv af AND ASSEMBLY TO THE COMPLETE STRUCTURE, SEE BWT-78(TPI ) . CUT MEMBERS TO BEAR. LATERAILY SUPPORT <br /> CHORDS. LUMBERMATE TRUSS PLATES OF HOT-DIPPED GALVANIZED STEELIASTM A 446) ARE INOICATED BY SIZE <br /> Alpine Engineered Products Inc AND GAGE. PRESS PLATES SECURELY ON BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED. <br />