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9/23/1 E <br /> � � �TATE <br /> P� �C!� �75_ L'�NU'UvC�C, t,�c,� cJg��t�b <br /> - ..,, �, ;. <br /> . �tii�, " ��,-�.:'I:� !�. (20�. 9J'-�-bcb <br /> SERE�ICES@UPST8.COM <br /> '::��y�5�ct���Ei` ��, �01� <br /> i'� :;r�t�r,vEsi Nome Fin�ers <br /> ,., ,}�: T��la� �'�h!�n� <br /> i��.~:: Uns��te �nb�C�3'� <br /> �Ear; '?��� <br /> REvisians �er Gii�nf <br /> � �: ''�r'�i":�m ft �d9�y ro�c�ir: <br /> ��.�� ;FaE(ov�ing re�Esi�r�� have b4en brought�a fih� atte�tion of th�s office regarding the above- <br /> rr-��r�rced pi��: <br /> '1. Ti�e ap�:�i�gs a�anc� E�-;a aack of the s#ructurE have be�n revised as shown on the attached <br /> �h�Yc�r�ph. At r�e up��r floor, the rerr;ai�ting shear wails and connections are to be built <br /> ;�er SV\I-� (�10 ch�r�ge frorn ori�inal dEsi�n�. Ft �ne lower floor, three of the shear walls and <br /> associatea connectians a�e to �e up�raaeci �tc SW-3 ���r the original shear wall schedule. <br /> !n �d�i�tian, (6j r�trofi� holdowns will be reauired as shown. The holdowns should be: <br /> HDU�-SDS2.5 holdowns vv! <br /> 5/8" thre�ded ro� emb�.��-��� u.5" in#a top of stem w/ SET epoxy <br /> C�i'�V5/8 couple�to be used as ne�ded <br /> 2. F(ease f�r,� a��achec! red marked framing �I�ns for ihe rear deck and rear deck roof. Also <br /> fin� str�ct:aral c�I��iGtio�:� attached. <br /> �:,oui� tr?eE�e �E any q�estians or camments p�easz contact our office. <br /> '::'r��er�lY= ���F ���q <br /> o ,� <br /> ;/' a �� z <br /> r � <br /> � l�{ ��'� �� <br /> P�226 p w <br /> r ��rSS�GiStE��G��� <br /> '� 1�rev�i Gahan. P� o�A� - .., .-. .� <br /> EXPIRES 3-Ot- <br /> /� � <br />