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w�uaa se�w iwu.s �.ueR a�a9�2 <br /> LUMBEA SPE�iFiCArIONS (I�S 1991) rw excessi.e ,�aoc t�nocs ar sthd' d!flCtS zx4 re�Qe r�uirl� sc �eft nee�. <br /> Top Oior� ZX 1 f660f-1.SE SPF MSA she12 otcw' in plele to�tact ares. � �ge req�irtd st �iyAt heel. <br /> 8ts Cfio� 2x 1 t66W-f.SE �F MSR �fx� ca�tinvous lateral Gracin9 <br /> �eb� : ZX � �3 Oaxjlas fir-�artA attaCbeC �itA tw t21 80 r�sils Repair Problem: Truss requires a 2'-0" cantilever <br /> �ce0t �s +qted belarl eecA weAfer r�ere indicated. at left end. <br /> M- 1: 2x � S560f-f.5E S�F MISi <br /> M- 3r 27C i680E-a.5E SPF t�3t Repair Solution: l. Shore truss t� requ.i�ed caaiber. <br /> M- t 2X � 2660f-i.5E 9�F MSR 2. Insert 2x4 Z650B-1.5E SPF MSR member(s) shown <br /> :� darkened and cut to fit. <br /> 1 hereby cerrify that this qan, s�pedflqUon, or ne� 3.Scab 3/4' CDX plywood gusset(S) over both faces <br /> �C,z Dort was prepared by me or u�saer nry dired �f• dimensions as shown. <br /> �`,b�� vision and that i am a duiy REg�ster� Prafesr�oad � 4. Nail with 1;}d nails at 2" �.C. staggered per member <br /> ` �n � �� tbe�f!he i ies per .Eace. <br /> �:-� �: / � �c� <br /> ��"� n► ��t • <br /> �;;;:� ' � i�i�7a 1/- �-q,l p. E. f�IO.1::G�� ��%j �� <br /> .�.. <br /> � �f2�x2qt`1 �� �� �\ `�� s.� <br /> � <br /> �,; <br /> // <br /> . <br /> � ' f2 <br /> v� �: 5'c� �L� as � <br /> � r,�,� rf/ �E �� / �,� <br /> �w� V/ 17�+ <br /> �° ( ��� � � .� �:� �� <br /> N � � �_!'��'x 2d,�� �ca Zz� <br /> , <br /> � <br /> z-o-� 3xs�sva� � <br /> � ..._�_ f�"9' � _. __�. i•!-�-4 --- � <br /> � ?- o- a - -- --- ------- �� c�~ � �- a-a <br /> � —"�..,'__ – <br /> R' t`-� A ' 1ZW <br /> P4AT�T+eo-�r�it�' IF�1��A K�'�l�9iF�kiS��E Tfl .�i:Y��JO��R <br /> �.,«.4.�.��t,..,�.r,..a,.�x�.�, un. �..4-�n �.�. ,«-.� _ .��.M. � 4� �t. � 7 N & � sl�s�i�er- �t <br /> 1 Trawnl2s�ttMl- �Zwxs w+il1 �r 1�i:1ac te W�b�°bCaf w'trrt at asoa N1w!_ jw� � �..�.�.. <br /> � � �y.assr.�...i�+.� �uo�:.as srwerx.�h,a�.�.e s�. ��u:r,. :.ajcme � � '(�liERL�' 'JPx � _�iC�31� '/�<�+�!' <br /> � r�efncx+ tr. taetra+w•�*.�w:l. i+v)ur+:oenit�er ie�y e,�.u�e+e nrr <br /> .tA:r^ae+ce A.w�+us+�f+��rs +� r.tae dte�xea o�es. n+t+ens�r�.rs.res t�c � IOA tlh0�'A "�1.0 F 1D.d a5f '�� A 3/ 8�L <br /> =�i�d�MOr'lJ31M tse cMM 9S G9�t1�wYflY arRftK'1t t'�c�atM i�t0t�. JYI�Ills'�R <br /> �� sw+ctant aroa�-aw�o� �rl��i�/w�s�s�t ri ao�teM a�4�1f re4�- Ir+paaM� �1� CNOP'f� �0.�l ySf �httk br: <br /> nr�vn� sna ts.tsne E�e� wM K�� isiKr�+ �w�lf lsstaiter wrlr � <br /> U/AD9i11[SA�M�.LS w«�. o�aar a.ccx��..eses«:.wxa x ac�a�s a.ta.�cw�:7 TOtal lO�Q 6Q.0 p3f <br /> t1M�7 w�ctlw Oftitb9 1Nfp� [f Hwy���IM t+O�rK t��i�wf�Nr1+. <br /> s�.n�s�o.+.n n+s.r..��s wn c4eT�«is+enw. r+eHr ue'�eis�so�w�s Durati0ft f�d` l5.0 x �'aMSi1g N0. <br /> ar+ErtrMr�D 1E07�6�O��+S'ss�a�fs�w►! :r� rnr+pl�a Ivubt��r k+r+Nt <br /> tti�Olra �enetfy 1+7Mf�t. t�)) Is I�eKN�: 5B�0'OWr10 d�lw. 9qts�l • <br /> • �+.s�a.•a s�m r.s Ao..za�oo SpiC ing 24.0 0.c. <br />