1992-004663 - new residence - Laserfiche WebLink

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LYMAN WO:44t4o WE:44148.2 Truss ID:Z TOP CHORDS: 4x2 SPF 2100E-1.8E 2x6 continuous stronyback. Attach to each oint Locations BOT CHORDS: 4x2 SPF 1650E-1.5E � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 0) 13- 7- 8 15) 18- 0- 0 4x2 SPF 2100E-1.8E 1 on truss vertical. 2) 2- 7-12 9) 16- 1- 0 16) 16- 1- 0 WEBS: 4x2 SPF STANDARD NOTE: Maxim�m truss spacing is 16.0" o.c. 3) 5- 1- 4 li�) 18- 6- 8 17) 11- 2- 0 4x2 SPF 1650f-1.5E 2.3.13,16 All COMPRESSION Chords are assumed to be 4) 7- 6-12 1'_) 21- 0- 0 18) 9- 7- 0 continuously braced unless noted otherwise. 5) 9- 7- 0 1�) 23- 8- 8 19) 5- 1- 4 ..TC...FORCE...CSI ..BC...FOkCE...C51 6) 11- 2- 0 1�) 23- 8- 8 20) 0- 0- 0 i- 2 -2e a.�s zo-�9 23/3 0.3� 7) 12- 1- 8 14) 21- 0- 0 2- 3 -4186 0.31 19-18 5631 0.76 3- 4 -4186 0.39 18-17 6356 o.ei ------------ TOTAL DESIGN LOADS ------------ 4- 5 -6519 o.�s i�-�e s�se o.�� Uniform PLF From PLF To 5- 6 -6519 U.60 16-15 3603 0.19 TC Vert -76 0- 0- 0 -76 9- 7- 0 6- 7 -6356 0.81 IS•11 3603 0.75 TC Vert -66 9- 7- 0 -66 23- 8- 8 7- 8 -6356 o.ez »-is 2o�i o.�s BC Vert -6 0- 0- 0 -6 23- 8- 8 8- 9 -1863 0.46 Concentrated LBS Location 9-10 -0863 o.ee TC Vert -677 9- 7- 0 10-11 -2071 0.20 1 1-12 -22 0.16 1 I�ew.r., � � � �Y .rv��Y� na1 .MEB...FORCE...C51 .MEB...FORCE...CSI M/� p�� « u'��Y� 1-20 -131 0.03 B-17 685 0.58 �� ' � ' � �� ,�,�� 2-20 -2622 0.39 8-16 -1026 0.30 � �� a t� 2-19 2111 0.39 9-16 -168 0.03 3-19 -188 0.04 10-16 1143 0.21 u � d �M1�, 4-19 -1655 0.4B 10-14 -1755 0.51 �' • 4-18 1110 0.94 I1-11 879 0.74 • 5-18 -780 0.16 11-13 -2309 0.3d 6-18 254 0.22 12-13 -129 0.03 6-17 -310 0.0 6 �� 'Z"�Z.. R�p. No. 12169 �28.75' � -�YP• " `` � 23-8-8 � �/ �2 �3 �4 5 6 7 8 9 10 11 12 1.SX3.2 1.5X3.2 W=3X6.4 1.SX3.2 1.5X32 6X12 1-5X3.2 4X8 3X4 3X4 3X6.4 1.5X32 4X8 4X8 � , _ 1 -�- 1-6-0 1-6-0 � _� ST18-SX10.4 4X12 4X6.4 3X4 4X8 W=TL16-3X11.2 4X6.4 4X12 C23-8-8 �20 19 18 17 16 15 14 13� 1350#3.50" 1162#3.50' � 23-8-8 EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2aGA ST scale = 0.2500 WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 psi Designed By:BS �QDQA COPY OF Tt11S DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINCR'ARNINC DESIGNINFORMAT/ON � Checked By: � Bmcing rhown on dda d�awing is na erccdc•n bracing,wind bmartg, Thia dui¢n ir for an individual building eomc�nt md har 6een 6amed on in jomm- BC LI V@ 0.0 PSf pwral bwdna or aimilar bracing which i.r a part o f the bvilding tion p'mvded by the rJient The dtai �dit any rcrponaibiGty for damagra BC Dead 5.0 deiign md whuh muat be coR�idercd by di�Fuilding derigner. m a rcmh of Jau@y or ineorrcct in orma4on,spm frta6ons and/or deaigrv P� Date•10-30-92 ��0 Bracing ahown i.r rw Iaural suppon of bu�s membera only lo reduce fuminc�d�o dre trusa designer 6y client and Wr corrcceneaa or accuracy o f • buckling lendth.Pirmsions must be ma&ro uncho�lateraJ bmdng this in fonrmaon m it may x(ate ro a specr upro�ea�ThEr dvas has been TOTAL 55A PSf at rndf and rpeci fied I«atiora detemuned f�y Ou 6uilding designn, desi��in�cordance wid�'7'PI-83"and�NOS-S6'm 6e incorpomted as pme of Design Criteria•TPI Addirional6racing o the rn•eratl snvcn�rc ni.y be rcquixd t)tr 6u'Jding dtsign by a Bullding Designer.When mitwed for approval 6y the LOAD D UR.FAC• 1.00 (Ste HIB•91 of TPI� For apeci fic waa brccing rcqui'cmerw, 6uilding detigner,the duign loadinga shawn must be ducked to be sure that�he � --w00D TRUSS S}'STEMS- contact 6uildutg designer. (Truar Plate(nstirute,TPI,i+(ocar�d data shown ax in agrcem�nt with the bcal6vilding codes,Iocal climatic rccordx SPACING• 16.0" S@C�n'08.17.92-73158 at583fYOnnfrioDrivc,Madison,N'ircorur�i53719). foiwindo�anowloads,projectspecificationsorspttialappliedlvads. ' •