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_ <br /> Q / T1 / / OAVE K. OB-13-1891 • <br /> DES: BLP CHK: TPI-85 ANALYSIS <br /> TOP CHORD LIVE LOAD 40.00 PSF lM PLATE SERIES: LDVM= 1 <br /> TOP CHORD DEAD LOAO 7.00 PSF T 20GA 219 PSI GROSS <br /> BOT CHORD DEAD LOAD 10.00 PSF K 1BGA 200 PSI GROSS <br /> TOTAL UNIFORM LOAD 57.00 PSF <br /> LOAU DURATION FACTOR 15% TRUSS SPACING: 2.00 FT. CENTERS DESIGN PREPARED BY TRUSS FABRICATOR <br /> T3 2X4 SPF MSR 2100E-1 .8E REACTIONS: VERT. HOR. MIN.BRG. <br /> 62 2X4 SPF MSR 1650E-1 .5E 1 1588 -0 3.50 IN. SPLICES SHALL BE 1/4 PANEL +/- 1 '-0" <br /> Wi 2X4 DF #3/STUD 5 1588 0 3.50 IN. UNIESS NOTED. <br /> TOP AXIAL BOT AXIAL WEB AXtAL WEB AXIAL PLATE SLOT DIRECTION AND PLATE ORIENTATION IS <br /> N�MBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR �NDICATED BY HASHMARKS. <br /> 1- 2 -3593 T3 5- •6 3404 82 7- 2 -675 W1 7- 3 942 W1 PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY <br /> 2- 3 -3118 T3 6- 7 2309 82 6- 3 942 Wi 6- 4 -675 W1 TRUSS FABRICATOR PLATE INVENTORY. <br /> 3- 4 -3118 T3 1- t 3404 82 <br /> 4- 5 -3593. T3 <br /> SPLICE: 7- 6=3 x 5.3 <br /> PLATES <br /> 14'-0"-14 14'-0"-14 <br /> 7'-5"-5 8'-7"-8 8'-7"-9 7'-5"-5 <br /> 12 <br /> 12 <br /> 4 �— � < <br /> 4z5.3= <br /> � 3 <br /> 1 . 5x3.5 �� <br /> 1 .5x3.5�, <br /> �2 4/ <br /> 5'-0"-4 <br /> 3x10. 5 - <br /> 5'-0"-4 <br /> 3x10. 5= <br /> 3��-�� � ' _ r�� <br /> � � " 3"-15 <br /> V � 3x5.3= 6 3x5.3= <br /> � <br /> 3. 5 IN <br /> BRG 3.5 IN <br /> 3' -0" BRG 3,_�„ <br /> 28'-1"-12 <br /> SCALE: 9''�"-13 8'-10"-2 9'-1"-13 Or4015 <br /> 1 FT=.2593" <br /> V 6. 50 <br /> 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 /> � ) NDS BY THE NATIONAL FOREST PRODUCTS ASSOC. NO RESPONSIBILiTY IS ASSUMED FOR THE ERECTION,BRACING <br /> (c�` 1990 LUMBERMATE Div of AND ASSEMBLY TO THE COMPLETE STRUCTURE, SEE BWT-78(TPI ► . CUT AAEMBERS TO BEAR. LATERALLY SUPPORT <br /> CHORDS. LUMBERMATE TRUSS PLATES OF HOT-DIPPEO GALVANIZED STEELIASTM A 448) ARE INDICATED BY SIZE � <br /> Alpine Engineered Products Inc AND GAGE. PRESS PLATES SECURELY ON BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED. <br /> , <br />