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A$A1Af AI�Lt.$ �+�1CK8.t$R 06749 <br />; SPE�IFI�ATIONS tN�S �99i� rw eXcessire r►ane. knats or ocner- arfects ax.e �qe reattired �t left herl_ <br />� 2x 4 i�f-1.5E S�F F6R shalI oc[ur iR p)ate contact area. �, �q� r�ired a[ �ight heel. <br />� 2X 4 �65pf-t.SE SpF IiSR TRis tro35 is des�g�d to Dl+ar� an Intlrior s�pport ar le�porarp <br /> : 2�I 4 �3 Oougtas Fi+�-tarc�t ttree t3I s�p0oc�ts. If nete.ssary. :�orSn9 �+st Oe iA place oetore <br /> � sAiw brgs. tn assurt 5olf� contaci- e�cting this Metss_ <br /> �31 hereby certify that this pfan. spe�catio�. or re- Repair Problem: <br /> rt was prepared by me or ur�der my direci super• Left edge of interior bearing wall is 1" to the right <br /> �,�ision and that ! am a duly Registered Professionai of right edge of web#1. <br /> �•�En � er the �aw f the f innesota. Repair Solution: l. Shore truss to required camber. <br /> �r�l ��� . 2. Insert a 2x6 no. 3 SP�' or better ;r.eazber(s} shown <br /> �.�'.. � darkened and cut to fit. <br /> � Datp f1 6�� P. E. EG. NQ.��.:�L 4Xj3•Scab 3/4" CDX plywood gusset(S) over both faces <br /> a � dicaensions as shown. <br /> � <br /> 4. �ail wi�h lOd nails at Z" U.C. st�qgered per mernber <br /> + rG Ci1%C tiw.s� � �'! � fFl�r�. r <br /> l <br /> 6X5 '���� /� \\ �\ �_SX3 <br /> � <br /> � <br /> �ss <br /> •b 5�cg �� i2 <br /> �5 ,xg <br /> � � �.� /' / _ � / � ! <br /> � r+ <br /> � � <br />� 4 , �--��--- -- _ �. <br />� o� �,�- � --- -' '--�-�- ----- --------------------------- _—_------� ��� � � <br /> � q.y � �X�i �x+{ �-r � 1 <br />� � 3Y� � <br /> � i 1 q if <br />(�1 _. ��- a �+2 x j L ) 3x5 i`�1� <br /> � 6- 2- C � <br /> f <br /> ,K,.,__ ?- :�- G - 0' 0 - :t- Q - - 9 I <br /> b- 2- 9 —��� 3- 2- �J c_ q_ d --- - :L � "'1 ` <br /> ' - a- o ` _ —__ �P—_ �— c� _ ��r �+�Q^ 3 Sup�or�s) � ' � <br /> , <br /> _ __ - i �-�- � , <br /> -- ---- ---«,-----�, � <br /> a .� �s9 ti - �+�� a = �les <br /> r+�-�.�o1c T �l��'f ��3�"��'a�!��� Ti� �R�(:'+'�:;i3l��� : <br /> r.r._._�.�......r....r.. _..,.� ,�_,_,�,� � <br /> Cs-..c:er _,.t�ats�� hs w..0 ,,•ow Z9 J�R Or,C. x nS,� ��+ab-;'r �r:.r. .ac-�tiao.. �� i_ � ti U -1 N l7 �es�n � � � <br /> � 9+"�1!!M stttl ?tet,rS�e»12 bR ypA7WC ta Cetii tLCH of :r���_ �l jOytt. tin�t 7� i <br /> b,wrSidR MY M STb�n, el�cN P�sE�s vP�1Q�"xat]v nbGrl tr� lald �r KS yrO�C,ati►tf • i <br /> e7 c_rc:e� bi_ :Ltt�7�no ►M►t.atwn ae��!I 'se �cr�re.1»nre u�a+a ewalren:.n+x� <br /> �CaI1fRIa : ;� Scal�e: 9.I�1"-��.' i <br /> .y::w.auc� s.�w ►sttx�v a�.cti ur s,��sy :�cwee v�+zee. �+is resi�a .ss�r�ss tnet �aR C�44P�J �.!? + 15.5 �St dA� 1!/ 6,�5 � <br />�� t�e caorrss`an tee cfv�o �. hfn!tnaara y t�r�tee b� :nr rtol ?w�riy. C�t1 oerarrnt i <br /> 7'f+lC'YnI M�,fCIN raOV)fN Af 1M176Mt1 wt16RS li �a:eD a1�Hl�tili9f• ifVslet CM� � <br /> e� u+�..s aw cr,. «.rr wwe �+a am�•«.t L�IwrY _f �.�as�i� iw�attH �.enr $CI� Cht1f`d 8.0 pSf {]l�;tk ��: <br /> W4 SAW�.LS �,«.. ►m..��t„�t�.�......� ����o _� S.N, ��.� ,a�« �� Total Loa� 5�.5 psf . w-� _ � <br /> �eww�'y erer.lw rr�c�n�vye. ta rtr� *ear�nr to orer�nt uml�*�w�ae�i�o� <br /> sr.eiar � •, r+es ar..�� la Nvr vetr�a �.riw. �r.r ea'eA.ei•s waro rsaass �ut'at�� f�Ctot' 15.0 z ����tg �. <br /> ' CD�EM7u�r w?ECCwElO�r1QIS' e� ouettah.d br :m� trusa alat� 7eat�4Re tr ��aatrr <br /> stsM�^�s 14 ��ectlnY :rvfsea. (Wfl b IxKN �: 763 R"O�of�W O�f�n. 9u!e �0 c,�aC� �f <br /> �haw�l 777(7 r�I. IEO� tr3)-79M `ir � C4.fl 0.C. <br />