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+�:�Nj,.:� <br /> ' ;� ��1�"� 2-5"��'� W�NL��` vy�w ���–Z.y�"� <br /> �.� —�..�......_._._.....��.�._.._..._..._.....__,._...__......._....�.�.�.....�..____.�,..�,i <br /> ! l � 1Z'--d'� Yo�Cc.l-t tz-cc� <br /> � �...,...,..,�.._.............. ...�.._ .�...,. .. _ _.._..�.�-----� �7�f 4-;t rlc'i f��i�� PD i4GP� <br /> � �,, i��i� - 9�1G�► CSY <br /> � .,,,-�' ; �f'HE�� <br /> 117-07 �_ <br /> �iXl�,j'I;�1G/1r,�rA? 2-1�r1��`�z. Lv1. <br /> STRUCTURAL NOTES ---��" P��� ��''t-D�SfGt'-av% g� � <br /> OTN�TL� <br /> (Fi1�t�JTit�i�-1�sl�' c7.�;1�' Hh�.F>-�'-ot.�e�'�' <br /> ��/►NDa�P/-5���Nv �-��/h'T►oN <br /> - All work to be done in accordance with the 2000 International Building Code, < ,�,�K�,,�,, �,��, N��„� �,�;,� <br /> ��,�v�-�,�Nv�- �jk�,F-�s,;.� �t�.N ��/�r`x S'��. ��, vs�.�m- <br /> and the Minnesota Building Code - latest edition. � � ���,��,,, � ��L �c �� � �c,�ws�ca�s � <br /> - All work to be done by lr,nowledgeable accomplished craftsman in accordance r�o�t,-ha��� T�a�a �w�b� - <br /> with accep#ed practices of construction. t�Er� RE�U.t�-T �~�� ; ; T'���+-�`���'�►�'� <br /> v�ti�a i�r�v�/J�l�+-,� <br /> - Contractor shall verify all discrepancies between the existing/new construction ��^,�,':� ^, <br /> and the structural plans before proceeding, including dimensions. � � � <br /> - Design live loads: Roof=35 sf, Floors=40 sf, Wind=90mph � ��o' <br /> P P ..�....�.___._ .�,..... <br /> - Contractor shall provide all temporary bracing and shoring as necessary until the � _ `=1-� — <br /> - job is complete. � i � � ����` �� � <br /> Dimension lumber for work required on these structural drawmgs shall be #2 or <br /> better SPF or hem fir. � �`�,,, � ;� �� � <br /> - Composite manufactured lumber such as LSL's, PSL's, and LVL's shall have � ��ti� - <br /> the following minimum specifications: � �`*.� , j H � <br /> LSL - F,= 1700psi, F,= 400psi, E = 1,300,OOOpsi r► � '°.�, �� <br /> PSL & LVL - Fb= 2600psi, EJ= 230psi, E= 1,80Q,OOOpsi w� `°,, �� �� <br /> - Thoroughly spike together all built-up stud posts,headers, beams, plates, etc. Z� "`-.,, z �y <br /> Concentrated loads from posts, beams, etc. shall be carried down through floars v ' �� <br /> to supports below by means of blocking installed with the face grain vertical. Z �! Z�p��'vtr t-- � � <br /> Blocking bearing area shall be at least equal to the area of the posts or beam �a G�' �� �' <br /> bearin above. �� 4 � (�x f STtNG� ��*a� <br /> g � "U Pf�t� �,.�v��.� <br /> - Headers, beams, posts, plates, etc., shall be free of large knots and splits and i"`� <br /> shall bear full width of their supports unless noted otherwise. ������a�L'"`� `�� ~ ,�'' � <br /> - Roof and floor trusses and ail bracing shall be designed and installed in � <br /> accordance with the "Truss Plate Institute". __._�..._._._.�_� <br /> - Wood "I"joists and similar products shall be installed in acco�dance with the <br /> mauufacturers instructions. '' , <br /> �Ma�l� E�t�yr��!c� ortiGir+A��.. <br /> MRlrt L��l'Et. G�Cty�hG Tca�Ts � <br /> �f�€�EtG 2–S�o��-�f w�sa��J vvA:.� ',, <br /> Hky ����r� (L�����.'C <br /> � <br /> �o- t��a-���°1� �.s� i, �� s-ru v ��•' � ��}rr���. r���� �a Nc..� <br /> F�.tL�.. N�'14�-�T -�- Z-13/4�cSYi tS�.. 1.�E TI-�ltvts'sES�.�. PtF��E <br /> At-lt7 ,��.f-�''rv' PO�G1-4 ��hM t 2- 2 XGo a fL 2-i�/k`��',4 LS t� <br /> y,,3 � -fra-►,�r't�a�a5 �tr+vE�-vw�to�Fn� �-1£I�,��'z-�=,� _ <br /> � <br /> oF� <br /> �i -\�i4-�c �°% P s�..o t�.�...�t►.. �.S� s�-u� vca�' �* ���- -sn,�.�- o ri E Y���E r'�;�.. t�1 T'''1��G���- ��:.'..�'��...- �.- <br /> ptEG-E �uLl. µ�!l�HT } 2_�'�/+�-t�tfz i'l�.e�Ldt�. \,$���r�-iMMt�-r' '�1��1`�,?� �",���# ��'�'`*e�- '��f�r�`���..,. <br /> �Sd�7� hNF7 f✓�4.CJ� PO�'�f �i�t'R1 �r `�^ 23�(i ofL 2-�'�>el-X ::� <br /> ps�.. ore.�..ry.. �,SE �tratrr��,�;��'� uNoEr�--v�/�N�v�r1 �-�c„���Y-�.�,. �i�t,'��_'� � � ,.....�.�,n.:..... <br /> �/d=`��-�- ._.___..__�....��..� .�� <br /> � 113�eb� G�Ftl�jf tt1�l����� ���tPD� i� $�i������h O# <br /> re-,pc.�4 �� ���sW��� �� en���'i�c���tTi�+�sre�et .."...� <br /> �a.����;� �nd tt��: � ��n � ��,�r ���t�� WIN D�j°�1 �!`,1'�L.� <br /> .:�iaeS�r ta�st9�r f�� 18a� �# �+� �4��� �� --------- <br /> �'4r�ss9B�� 1�45 LiNDE� 7�i�l� <br /> �eg. �'�lo. �//�7/S.� ....� L�11�� S �-�'�!"i, ;'1� <br /> � . „ � .� ��-��� l/��9 7 .� _ � . <br />