1992-004663 - new residence - Laserfiche WebLink

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IYMAN WO:441ao WE:44146.1 Truss ID:R TOP CHORDS: 4x2 SPF 1650E-1.5E 2x6 continuous strongback. Attach to each ain- �ocatians 4x2 SPF 2100E-1.8E 1 � truss with 3-lOd nails. Splice stiffback 1) 0- 0- 0 ci 16- 1- 0 15) 16- 1- 0 BOT CHOROS: 4x2 SPF 2100f-1.8E on truss vertical. 2) 2- 7-12 �} lb- 6• 8 16) 11- 2- 0 WEBS: 4x2 SPF STANDARD NOTE: Maximum truss spacing is 16.0" o.c. 3) 5- 1- 4 14; 20- 1- 8 17) 9- 4- 0 4x2 SPF 1650E-1.5E 2.3,13,16 All COh�RESSION Chords are assumed to be 4) 7- 6-12 12) 21- 0- 0 18) 7- 8- 8 continuously braced unless noted otherwise. 5) 9- 4- 0 12) 23- 8- 8 19) 5- 1- 4 . TC...FORCE...C51 ..BC...FORCE...CSI 6) 11- 2- � 13) 23- S- 8 2�) �- �- 0 i- 2 -ze o.is zo-i9 2341 0.34 7) 13- 7- 8 14) 21- 0- 0 2- 3 -4191 0.31 19•18 5639 0.76 3- 4 -1194 0.11 18-17 5639 o.ie ------------ TOTAL DESIGN LUADS ------------ 4- 5 -6459 0.64 i�-i6 e2eo o.ei Uniform PLF From PLF To 5- 6 -6459 0.66 16-15 5721 0.77 TC Vert -76 �- �- � -�6 9- 4- 0 6- 7 -6280 o.�e is-�a 3606 o.so TC Vert -66 9- 4- 0 -66 23- 8- 8 7- 8 -4869 o.es i�-i3 zii� a.ai BC Vert -6 0- 0- 0 -6 23- 8- 8 B- 9 -1869 o.si Concentrated LBS Location 9-io -2i» o.iz TC Vert -658 9- 4- 0 io-ii -zi�i o.se TC Vert -107 21-11- 0 11-12 -36 0.32 p�y a�.. .NEB...FORCE...C51 .MEB...FORCE...CSI ( h�"� � m� �� ""'y � � �� 1-20 -131 0.03 7-16 640 0.54 WdS Pf�Rf9d �f IS10 M UfM�Af Illy ��Q � 2-20 -2626 0.s9 7-15 -976 0.ze and tf�at I em a duly Ropi�terod P�vf�seb�pl Etyk�e0t 2-19 2116 0.40 8-15 -171 0.03 3-19 -190 U.01 9-15 1401 0.26 Ufl(�A� Tf1A �WS 01 Z� �AtA O� �Ifl�Y. 4-19 -1656 0.46 9-]1 -1683 0.49 � ,--}-Q ��/�� 4-17 1038 0.88 11-14 B43 0.71 '��-/l��"• ��'1��frf�0�� 5-17 -159 0.15 11-13 -2413 0.36 6-17 223 0.19 12-13 -217 0.04 6-]6 -287 0.06 )�_Z11 Z Dala ► :__ Rog. No. 12489 za.� r � 23-8-8 I, 1 2 3 4 5 6 7 8 8 10 11 12� 1.5X3.2 1.5X3.2 W=3X4.8 1.5X3.2 1.SX3.2 6X12 1.SX32 4X8 3X4 3X4 3X4.8 1.5X3.2 4X8 6X6.4 � , - ' � 1-6-0 �-s-� �_ -�- ST16-5X10.4 4X12 4X6.4 3X4 4X8 4X6.4 6X8 W=TL16-3Xt 12 N=1.5X3.2 r 23-8-8 � 0 19 18 17 16 ' 15 14 13 1352#3.50' 1245#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 psf Designed By:BS �aQDQA COPY OF THIS DRAWING TO BE GNEN TO ERECTING CONTRACTOR. TC Dead 10.0 BRACINGWARNINC DESIGN/NFORMATJON � Checked By: Bracing rhown on thia drawing is not encdnn 6racing,wind 6racing, Thir deri$n'v for an individua!6uilding compontnt and har 6een 6aaed on in forma- BC LIY@ 0.0 po'to1 b�acixg or ai�ni(a�bmcin6 which i+a pmt of fhe(uilding aa+�p,w�ded 6y tht ditnt The deai �disdaima any na panaibility for damagea deaian and wluch rrwrt be co�dercd 6y the 6uiNing de�ianer. m a nemft a f(au(ry or ineorrea in omwdonn,rpcd ficanonr and/or designa BC Dead 5.0 F1S} Date: 10-30-92 O�� Bracing Jhown is Jor fareral upport af w.+a membera only to ndux furnirhed rv tXe nuaa designer by dient md ehe eo.rcceraar or acnrmcy o f TOTAL 55.0 � 6uckling Irngth.ProvLsions muat 6e made to axeMw lateml6mcing thLr b�formatlan m u may rclate m a apeci�icprv t Thi.r 6ura haa 6een at end+and apcu fied(oeationr deam�ined by rhe 6uilding derigner. deaigned in aeeordance wieh TP/-85"and NDS�w 6e incorporated a.r part o f Design Criteria:TPl A�drtional bracing oJ the overaQ saucmre may be rcqu'ued �he building derign 6y a Building Duigne�.Whrn xvinved for approval6y the LOAD D UR.FAC: 1.00 (See KIB-91 of TP!).Fo.apeci f'rc waa b.acingnqu urmmts, buildina derigner,d�e derign loadings shown rm�ae 6e checked ro 6e aure that thc --IVOOD TRUSS SYSTEMS- conract bui(ding deaigner. (Tnur Plate Irutia.te,TPI,u locaud dara ahrnvn ax en agreemrnt with the Iocal buildixg coder,local cGmaric rccrndr SPAC ING: 16.0" S@Q�t'08.17.92-737 36 at 583 D'Ono frio Drive,dlad'uon,Ti'ixonsin 53719). for wind o�snow[oads,pro ject rpeci f'icatlona w apecial applied loadr. '