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. <br /> e . M 2 .._.......� .-. . <br /> � t � <br /> ! xa Q <br /> _.� <br /> '"`�-...�,,.. .._....�� . .� .. n . .H .... .@ ...._:. , �t._. � ..��i . .� ,.�ii ,....s,,. ...�, tl� �4:.,.�,_,� ,. .� ,:... aa . . .. .. . � . <br /> � _. .. . .... .._ ..... � �.:,. ..._.._.._... . a__.._� . <br /> � <br /> � � � {, �`"`�" FOUNDATION NOTES: �� <br /> ; � r;�'�. _ <br /> i � � ' <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. <br /> � n;:,_ � <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. <br /> . �...�..�,.�..�,..�v..�._��_�_,�._ n <br /> �., ., � : <br /> � p �, a r c h i t e c t s <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 � <br /> qPMRLBEtNM AT1C <br /> � ���.r�,� �,,�;:�:..,.; g 6. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE,SPACING,AND CALLOUTS Suite 324 <br /> ' � � ` '�" i AT NON-STRUCTURAL WALLS. Seattle, WA 98121 <br /> , p ; <br /> , � <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 <br /> >Wr <br /> _ _ ,, ;.:�`::,;.;'";�•.., � <br /> .. .� : � � <br /> ,g VIEWED FROM INSIDE OF BUILDING LOOKING TOWARQS BUILDING <br /> O ^' _ � " ' .� '; ' TERIQR. - <br /> , y� ,� . k . ; _ o � <br /> - ..w_��.,r._e��a___.�,m_....,�.�,. s_3. m <br /> i 's�_,.�,�,� : � . : <br /> . O. � S� : 4`� ..,:.�� �� nn �i� a <br /> � <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. <br /> °r � y 4. <br /> � Q� � � �:: .,� � � <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. <br /> ... <br /> �,. M .� , . - . ..a . <br /> 'f .,:,r., <br /> �,.. .i.� . . <br /> �� <br /> g ' . . . 'e ��a...a..,....�.�..�.�.....,.e,..�..�.m..�. __.. ........ .. ..... ... <br /> .��, . . . � o N.� .;.� - u ! �I <br /> C�� " •, �1' f <br /> _.. � . �,�'�' 4s � t �,6 .. <br /> ; _. " , . .��� : �, FOOTING SCHEDULE �L <br /> �t- �� ��F ,� s.� ��3r�, �: W <br /> 4 �� � :-�- Y �� 9�i� � Q <br /> � •� 9� 4 �'��;:>;;ry � MARK SIZE REINFORCING <br /> h� rp 16 : .�§. #'� f Q . <br /> � � � .' >�` '' ' F4.0 4'-0"x 4'-0"x 1'-0" (5)#5 EACH WAY AT BOTTOM OF FOOTING W � Q ' <br /> :: � � b�' ' <br /> � �. w.. , �; _w.�..w.�._��e.�.��� ; c� � � � <br /> �!° f° <br /> ; �, �� " . .:<:.' E F6.5 6'-6"x 6'-6"x 1'-2" (6}#6 EACH WAY AT BOTTOM OF FOOTING <br /> � !�as •��4� e �. �Y'.';�s. � • �_ • �_ n � <br /> —� � ,,,�_�_.�n,,,, ��,,,�,� ' �. F7.0 7-0 x 7 0 x 1 3 (8)#6 EACH WAY AT BOTTOM OF FOOTING � <br /> awerawoere+a�+ r�urE�vn�r ir . . � <br /> CCFAWA T�PYile �Y 5 � � � <br /> �� " ' �, '-�$ {�> �� � FOOTINGS SCHEDULE NOTES: <br /> _ ' ,� � ;� <br /> i '_'� � � 1, TOP OF FOOTING ELEVATION=-0'-9"UNLESS NOTED OTHERWISE ON PLAN. � > � <br /> .. O <br /> ,. JP ... .:�. "" �� . ._. .. ...� i... ...... .. .... . .. .: _ <br /> f i ��. �r. �..� ..a.,x.lv,sa � � <br /> ,c� + c� � � <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 <br /> , .. : � � � <br /> i d ' o �_��.__ � � 0 4. PROVIDE 3"CLEAR TO REINFORCING AT BOTTOM OF FOOTING. <br /> � �:;, -� . ��. � � <br /> § 4 <br /> � ; � ���: --------- -------�*�� �' �./ <br /> w�'"`�--�—�= - s � <br /> a� � ;� �,. .,,,�, <br /> � O ��,o .._�._.e <br /> �, ,. h< a <br /> � � " _,__ <br /> , <br /> �-+ Q... xooe .._.. .._.....,.. ... .... . __... _. .._ .: Y , i � <br /> . .,._... . z <br /> ( O> <br /> I . , """"'�' "�s Q <br /> � iO / a Q. rr .�� <br /> ..._, . � . 2 �`i} '�:Y3 1. <br /> N Ai. <br /> a^-c�-y i <br /> ,..,w. 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TACOMA • SEATTLE • SPOKANE •TRI-CITIES <br /> ..��4.. � A ' . <br /> � p __ aa � °� ` ' '� ; _ O 2215 North 30th Street,Suite 300 Tacoma.WA 98403 <br /> ,,�,�...�,..,�..�. _ __ <br /> ; � ,'j + .., `. .. - 253.383.2422 TEL 253.3832572 FAX www.ehbl.com wEe <br /> i ....-.,.,_ .. �$.a' fo O �9 S' ' i`"p *.. <br /> �i <br /> � .w._.._... . `a i <br /> 1 �n � � ��c.�> � <br /> ; ._.x �: ; ,- �1 L � <br /> s °°�. ,�� � <br /> , � <br /> , .. _.� a; ,� , 4 �� �F ��$� ���¢ <br /> , �� �...� <br /> � � �._ ti. i , '^� � e�$ �� <br /> g �,�,ro , � � � / \ � o,y, <br /> � �.,��no,�a-,P»,� // \ <br /> � .. MlDfBtiEAONWlpM . . .� . .. . .. .... ... . ... . .. � + � <br /> � t � � � e �� . iJ� b '•� ��.,m._...�..u..�.e -,< <..............�. g . 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" a <br /> � � � � . � <br /> ,,� �—__. � <br /> t <br /> am� 4 i m <br /> � � �.' R „ � e - S1.1 <br /> � g <br /> �g i <br /> 7 � � Q � <br /> ra t <br /> � � <br /> � � � � 4 <br /> ! S � � <br /> 7 � .4, � i , <br /> 1 . . . . .. ._.. .. ... ^ ., ,� <br /> „ .... � -�� ;.. � ' .,.._ . .._...-..,�.._ .. <br /> � O Sheet Titie• <br /> .�-_ � � � QQ e� . Q a..� � � � � '" 0 aa � - <br /> , . � .' � � � ; �r�..; : <br /> . . aa -' ,".�i: ,� .� <br /> _...�..,.. ..... _..... . ... .. �� ��... . ._.._ ..... . ..._. . �, .�...._. _ . _,._... . <br /> __. ._... ._.._. . , ..._. ..,_., ......,_ ,. ..,._._. _... _..__�.. ... <br /> � �,� S1.2 OVERALL FOUNDATION PLAN <br /> � � � Date: 1/22�18 <br /> � ° � � � Design: �qH <br /> 's <br /> i <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 � <br /> � a o 0 0 0 0 � <br /> o Approved: p�g � <br /> � <br /> (D 3 <br /> V a <br /> O <br /> � S1.4 Building No: � <br /> N <br /> 0 <br /> � OVERALL FC3UNDATION PLAN (FOR REFERENCE ONLY) OQ � <br /> a <br /> � <br /> m 1 � Sheet No: � <br /> D KEY PLAN � � <br /> o NTS �n <br /> �, COPYRIGHT CRA�f ARCHITECTS 2017 �� <br /> o a� <br /> ,� <br />