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0 <br /> � <br /> � FOSSATT! PAWLAK <br /> • - <br /> � STRUCTURAL ENGiNEERS <br /> 1�35 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> Phone:206.456.3071 <br /> Fax:206.456.3076 <br /> www.fossatti.com <br /> � P' P�9 <br /> 4 3 2 � �P��F WASy1��ii� <br /> C�, <br /> i n � ��` � � <br /> 40'-3Y" 40'-0" 20-OY <br /> � N� '�cv <br /> I �,n�(�, 23024 �� �c/ <br /> � I ��f' TLRAL �� (j'� <br /> sI�NAL E� <br /> i i �PROJECT <br /> � � - - - - - A <br /> , - , � <br /> � � (E) CONCRETE WALL <br /> , , <br /> _ , , , , . � <br /> � <br /> e� ������ i ::�� ,_ � , � , p i � '�D i ;� M <br /> � (N) F3.0 y��P (E} FTG 3 6 x3-6 x1 -0 <br /> (E) FTG 4'-0"x4'-0»x1'-0" � SS �`���� � <br /> � o � � -� �, N <br /> � <br /> ,. <br /> � I � `� — _ � _ � �, ..«, Q Cn � <br /> _ i <br /> � � I � � � � Q <br /> L � <br /> ,, i�� --�,� � ° - � �: � I i I� �' � c� <br /> � �; �►� � � ry � _ � _ � �� <br /> ; (E) SHEAR WALL & N �� _ �j <br /> � ,, �j F HOLDOWNS TO REMAIN �j � „ <br /> � '' , r --- -� � �ss� ��.�� (E) HOLDOWN TO BE REMOVED; y� I N O I"— <br /> � i • ��;, �� ,r5`� CUT ANCNOR FLUSH WITH SLAB �— � 00 �-- <br /> o � � --- <br /> L _ J � (E) FTG 4'-0"x6'-0"x1'-0° � � W <br /> (N) F3.0 (E) SHEAR WALL (— � ; � (E) SHEAR WALL TO REMAIN; � � <br /> � TO REMAIN CONTRACTOR TO VERIFY � � O � W <br /> � � F IT IS TYPE SW-6; V � <br /> I Hp (N) HOLDOWNS EACH END �� � W <br /> �0 N (l'S <br /> � ( � N N��� r � WI`N�6�6 6'�6� � � '� <br /> - - - - - - - - - _ � �� �,:� u.� � _�J_ _ _ - - -L _ J - - - � - - - - g <br /> � y0 11/S3.1 �N) F3.0 (N) F3.0 �,0�'�1-0 "� <br /> � (E) CONCRETE WALL � E FTG 4'-0"x8'-0°x1'-0" � N HDU2 E�� �-4"'�� �o��°c � �REVISIONS <br /> � ) lF.� <br /> i <br /> � I � � NO" DATE <br /> � /� 10/10/2017 OWNER REVISIONS <br /> � � <br /> /, <br /> � � � � 12/12/2017 OWNER REVISIONS <br /> N NDU2 <br /> I � � zN <br /> N HDU2 � <br /> i <br /> CV <br /> M <br /> � � <br /> � Ftio.��'� <br /> r <br /> � .� 4 <br /> � � �;., N HDU2 , r��,6'� � <br /> � � (E) SHEAR WALL TO REMAIN� � �n � 6 <br /> CONTRACTOR TO VERtFY � % �� \�\ ��>F�G� <br /> IT IS TYPE SW-6; <br /> � <br /> (N) HOLDOWNS EACH END � ���2 <br /> � i t i £ Hp <br /> (E) SHEAR WALL <br /> TO REMAIN 9/25/17 17-089 <br /> � � � � DATE JOB# <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � <br /> � NDU2 AM FPP <br /> DESIGN CHECKED <br /> LMS AS NOTED <br /> DRAWN SCALE <br /> FOUNDATION NOTES: <br /> 1. SEE ARCH FOR DIMENSIONS. � DPD STAMP <br /> 2. FX.X INDICATES SPREAD FOOTING TYPE AS NOTED BELOW: <br /> F3.0 IS 3'-0"x3'-0"x12" DEEP W/ (4} #4 BARS EA WAY. <br /> 3. ELEVATOR CONNECTIONS TO STRUCTURE BY OTHERS. <br /> 4. SEE DETAIL 7/S3.1 FOR SHEARWALL SCHEDULE. <br /> 5. HOLDOWNS AT (E) CONCRETE SHALL HAVE ANCHORS EMBEDDED IN CONC WITH <br /> EPDXY (3Y�" EMBED TYP.). THIS APPLIES TO 80TH HDU2 AND HDU4 HOLDOWNS. <br /> �SHEET TITLE <br /> FOUNDATION <br /> PLAN <br /> �SHEET NO. <br /> N � <br /> 2 <br /> S2 . 1 <br /> FOUNDATION PLAN <br /> 16��—��—��� 3 <br />