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LYMAN WO:4414o WE:44t47.a Truss ID:X <br /> TOP CHORDS: 4x2 SPF 1650E-1.SE 2x6 continuous strongback. Attach to each o�nt Lo�ations <br /> BOT CHORDS: 4x2 SPF 2100f-1.8E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 2� 13- 7- 8 15) 16- 1- 0 <br /> WEBS: 4x2 SPF STANDARD on truss vertical. 2) 2- 7-12 9i 16- 1- 0 16) 11- 2- 0 <br /> 2-4x2 SPF STANDARD 2 NOTE: Maximim truss spacing is 16.0" o.c. 3) 4-11- 0 lfi? 18- 6- 8 17) 9-10- 0 <br /> 4x2 SPF 1650f-1.5E 3.13.16 All COMPRESSIOM Chords are assumed to be 4) 5- 7- U 11) 21- 0- 0 18) 7- 8- 8 <br /> continuously braced unless noted otherwise. 5> 7- 4- 8 12) 23- 8- 8 19) 4-11- 0 <br /> ..TC...FORCE...CSI ..BC...FORCE...CS1 6) 9-IO- O 13) 23- a- 8 ZO) O- O- O <br /> i- z -so 0.2o zo-i9 2ei� a.ao 7) 11- 2- 0 14) 21- 0- 0 <br /> 2- 3 -4933 0.53 19-18 5351 0.73 <br /> 3- 4 -4933 0.60 18-17 5351 o.�s ------------ TOTAL DESIGN LOADS ------------ <br /> 4- 5 -4933 �.65 i�-ie 5449 a.es Uniform PLf from PLF To <br /> 5- 6 -5449 0.79 16-IS 4968 0.68 TC Yert -76 �- 0- � -�6 4-11- � <br /> 6- 7 -5364 o.e2 is-�a 3zoz o.as TC Vert -66 4-11- 0 -66 23- 8- 8 <br /> 7- 8 -5364 a.eo �e-is ieei o.2e BC Vert -6 0- 0- 0 -6 23- 8- 8 <br /> 8- 9 -0262 o.es Concentrated LBS Location <br /> 9-10 -4262 o.e9 TC Vert -867 4-11- 0 <br /> io-ii -ieei o.za � �� � � �� � <br /> ii-iz -22 o.zo <br /> .NEB...FORCE...C51 .NEB...fORCE...C51 � � � � a �' « ��R <br /> 1-20 -133 0.03 8-16 453 0.38 a�� '� a � ��� � �� <br /> 2-20 -3157 0.32 8-15 -808 0.24 <br /> 2-19 2473 0.46 9-15 -162 O.Q3 ��� � a � �� a � � <br /> 3-19 -1017 0.21 10-15 1214 0.23 <br /> 5-19 -478 O.I/ 10-14 -1536 0.l5 � <br /> 5-17 112 0.10 11-14 773 0.65 <br /> 6-17 -31 U.O1 11-13 -2072 0.31 <br /> 6-16 -121 0.03 12-13 -133 0.03 <br /> Oata 'Z'9Z <br /> 7-16 -117 0.02 p�� <br /> �� •'�i�. N0. �� <br /> 28.�y ,�� s <br /> L 23-8-8 I, <br /> �1 2 3 4 5 6 7 8 9 10 11 12 <br /> 1.5X3.2 <br /> 1.5X32 W=3X4.8 1.5X32 1.5X3.2 <br /> 1.5X32 6X12 3X4 3X4 3X4 3X4 1.5X32 4X8 4X6.4 <br /> �- , _ a � <br /> 1-6-0 1-6-0 <br /> � �_ <br /> ST18-SX10.4 6Xt2 N=1.5X3.2 3X4 3X4 3X8 4X6.4 4X8 <br /> W=TL16-3X11.2 <br /> ,� 23-8-8 � <br /> 20 19 18 17 16 15 14 13 <br /> 1602#3.50' 1053#3.50" <br /> � 23-8-8 <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale= 0.2500 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Uve 40.0 psf Designed By:BS <br /> �QDQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 psf n } <br /> BRACINCWARNING DES/CNlNFORMATION Checked By: M <br /> Braring ahoxm on thia dmwing'v not eerctlan 6mdng,wind 6racing, 7'hia desi�n'v Jor an individud 6uilding co�nt md ha.r 6een bared on in forma- BC LIVB 0.0 pSf <br /> porral6mtin or aimila�bmdn which u a part of the 6uildina tlon provWrd by the dient The duig�� m�y responribility for damages <br /> deaign and w�iich nueat be co�ui�ered by nc�buif�ng duig�er. ae a r�wtr of/m�@y o�Lrcorrect injommoon,rpen'ftea6onr and/or designa BC Dead 5.0 PSf Date:i a3a92 <br /> Brmcwg shown'v jor laferal nrppon o f war membem on/y to rr�ce fumirhed to Jr buas derignu by the dieu and the eorma�vs o,accu�acy o f TOTAL 55.0 pS� <br /> ����� 6uchling length.Provisiau rrorst be made to ancho�la4rd 6mtixg thu in fonnatlan ar it may nldt m a apeti�it pro Thia euaa has 6een <br /> atmdamdap�cif'�ed/xadon.rdeterminedbythebuifdingdesigna. deri��inacrordancewithTPl-BSand NDS�mbeinco�poratedasyartaf Design CrReria:TPl <br /> Additiond bradng o rhe overall rwcwrc nmy br rcguircd the 6u'ilding deaign 6y a Bui/ding Deaigner.When m�ewed fw a proval6y the LOAD DUR.FAC• 1.00 <br /> m p <br /> (See HIB-91 of TP!.For aped fic tneaa 6racing rrqutrtments, building designer,the design foadingr thown mutt 6e checked m Ot NR tIIQI tIK • <br /> -WOOD TRUSS SYSTEMS- corunct building de.ripner. (T�uas Plare/nxt;rua,TPI,ir I«ated data ahawn arc in agreement with ehe locd building coder,lacal cGmaric rcco�dr SPACING• 16.0" S@(�Il:08.17.92-73149 <br /> a1383D'OrofrioDrt�Y,Madison,Wlsmnriri537191• forwi�tdoixnowlaod.t,projectapecificadnnaosrpeualappUedfoadt. • <br />