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<br /> � � � {, �`"`�" FOUNDATION NOTES: ��
<br /> ; � r;�'�. _
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<br /> � 1. SEE SHEET S0.01 FOR STRUCTURAL NOTES AND SHEETS S0.03 FOR F
<br /> + _��V � ""_�``� „_..m„_ ` � TYPICAL DETAILS SEE SHEET S02 FOR STATEMENT OF SPECIAL � � A.�
<br /> t ,.a
<br /> � -- .:`�'� „ g INSPECTIONS.
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<br /> � �. ,,� ; �. � .. �._
<br /> ! � � �.e' �,F , � „,�, �" 2. SEE GEOTECHNICAL ENGINEERING REPORT FOR ALL FOUNDATION AND
<br /> s �d, .� . _ :.� _ oo SlA6 SUPPORT REQUIREMENTS.THIS INCLUDES ALL EXCAVATION,FILL
<br /> i 5 0r , � a�r , 4 �,. O " '�'. . .. AND FILL PLACEMENT REQUIREMENTS.
<br /> � _. �,.�� a � ; :
<br /> � ~ � � � ; � 3. SEE ARCHITECTURALIMECHANICAL DRAWINGS FOR DRAINS,SLOPES,AND
<br /> � �' OTHER FLOOR DEPRESSIbNS NOT SHOWN.
<br /> E „`' O , `�
<br /> � § " p ;" _ 4. SEE ARCHITEGTURAL DRAWWGS FOR DIMENSIONS,ELEVATIONS,AND
<br /> 1
<br /> � ___
<br /> � , .:
<br /> � , �'�� �-; � '. � WALLS NOT SHOWN.
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<br /> � � �: `' p ' �,, �,-;,�.:�; �; 5. VERIFY ALL WINDOW AND DOOR WIDTH AND HEIGHTS WITH
<br /> � �� �
<br /> ! .� ��, r����� � � ARCHITECTURAL DRAWINGS.
<br /> j � �f �„��,�, '°r ,�; , '�,� , �, 2505 Third Avenue
<br /> nHrFs�,i.r�ouwur 000x ,.;..,... ::"��*' s �
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<br /> � ���.r�,� �,,�;:�:..,.; g 6. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE,SPACING,AND CALLOUTS Suite 324
<br /> ' � � ` '�" i AT NON-STRUCTURAL WALLS. Seattle, WA 98121
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<br /> -- � ` � '� ' �� !� v 7. FOR TYPICAL CONNECTION OF NON-LOAD BEARING WALLS TO SLAB, USE
<br /> , � �,..�m�. �..�.�.,
<br /> � .�._� � �° , �9 � § 'i � �,.° "� POWER ACTUATED FASTENERS AT 16"O.C. 206_720.700'I phone
<br /> � �A o �. _�: Yp ': " 206.720.2949 fax
<br /> � � � "`�"°"�'""° �' �� ', g �, 8. ELEVATIQNS OF PANELS ARE SHOWN ON SHEETS"S3.01 THRU S3.09".O
<br /> � ���n� � ` �' www.craftarchitects.cam
<br /> __.. _. . , 4E: ; �
<br /> + - - ��--=---� � — '— P�.� * : :� �-------"—"-- —�''`'"—"—'—"—"—"�''� 4' 9. UNLESS NOTED OTHERWISE,TILT-UP PANEL ELEVATIQNS SHOW PANELS
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<br /> , � ;�P�, ,, � 10. POUR STRIP CONTROL JOINTS:LOCATE AT PANEL JOINTS AND MID WAY
<br /> � � ' ° '°� � �_ � ��� , _ }�:, �; � � BETWEEN.AT TURNS IN POUR STRIP ADD JOINTS FRQM htAIN SLAB TO
<br /> � , .,,,e>= �� . � � OUTSIDE WALL.STOP OR CUT HORIZ SLAB REINF AT PANEL JOINT SW CUT.
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<br /> � � _._____ p ° . <.�; 11. POUR STRIPS SET FOR APPROX 1:2 SLOPE FROM TOP OF FOOTING TO SLAB
<br /> } `�` "r � =�.�i-� EDGE.CONTRACTOR MAY ADJUST AS SOIL CQNDITION REQUIRE.
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<br /> � � � .' >�` '' ' F4.0 4'-0"x 4'-0"x 1'-0" (5)#5 EACH WAY AT BOTTOM OF FOOTING W � Q '
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<br /> —� � ,,,�_�_.�n,,,, ��,,,�,� ' �. F7.0 7-0 x 7 0 x 1 3 (8)#6 EACH WAY AT BOTTOM OF FOOTING �
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<br /> CCFAWA T�PYile �Y 5 � � �
<br /> �� " ' �, '-�$ {�> �� � FOOTINGS SCHEDULE NOTES:
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<br /> i '_'� � � 1, TOP OF FOOTING ELEVATION=-0'-9"UNLESS NOTED OTHERWISE ON PLAN. � > �
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<br /> ��;oi ,r , 2. FOOTING DESIGN BASED ON 2500 PSF ALLOWABLE SOIL BEARING PRESSURE. >
<br /> �„ O , � � 3. EQUALLY SPACE REINFORCING IN EACH DIRECTION. Ct W
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<br /> i d ' o �_��.__ � � 0 4. PROVIDE 3"CLEAR TO REINFORCING AT BOTTOM OF FOOTING.
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<br /> ; � ,'j + .., `. .. - 253.383.2422 TEL 253.3832572 FAX www.ehbl.com wEe
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<br /> � �,� S1.2 OVERALL FOUNDATION PLAN
<br /> � � � Date: 1/22�18
<br /> � ° � � � Design: �qH
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<br /> 5s'-G' So�-cl 50`-�' 5s'-0' 55�-0" WALLLINEANDASSOCIATEDFRAMINGALONG 0 Qrawn: CLR �
<br /> � 269-s" ov�wau. a� � GRID 6 HAS CHANGED a
<br /> S1.3
<br /> Project Na: 17-109;AHBL 2170746 �
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<br /> � S1.4 Building No: �
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<br /> � OVERALL FC3UNDATION PLAN (FOR REFERENCE ONLY) OQ �
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<br /> �
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<br /> �, COPYRIGHT CRA�f ARCHITECTS 2017 ��
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