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� I <br /> ���� <br /> dl., � ��� , <br /> , � Y �< <br /> ��.��:��� �'��„.�������� <br /> �f�� � �,°� < <br /> �� "` �"`t� �" � <br /> ���`. �� ,::�. <br /> s � <br /> �� ������r,� ,��.�� <br /> �� ���.., <br /> ������� ��������� � <br /> � <br /> O <br /> U <br /> � ,� <br /> CCf <br /> � <br /> � � , <br /> M � � <br /> 3/4" THREADED RQD � 2'-0"oc ALONG � � ' <br /> � > � HEIGHT OF POST TO EX, MASONRY �' � <br /> � � <br /> � WALL: EMBED 4" w/ SIMP SET EPDXY. � <br /> � � SW-6_ _ _ _ _ _ _ _ _ _ COUNTERSINK. � <br /> � - - - - - - - — ___ _ _ _..- <br /> ______ _.._._ _.._.- - - --_. _---- --.._... O <br /> ___ _.__ _ _ _ . <br /> FL�OR PLAN NC)TES: � _ ___ _ _ __ __ _ _ _ __ _ ; <br /> r- - - - - - - -r - - - - - - - - ; � � <br /> � `�ki,y� 1'-0" ��oF'�� � S��e `� ' �i cfl <br /> (r S 2�ti �---�\ ��,. ; ; <br /> JJ9c �IiO ` �E�� o •��`� h\ � � � co <br /> 1. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. DO NOT SCA�E DIMENSIONS FROM ( I �S�,os I 2✓q�ks `��`�'�� ( � ! �o`���:�° � o� <br /> - <br /> : � <br /> THE STRUCTURAL PLANS AND THE STRUCTURAL DEfAILS. ���KiN� ��S I - ' �`�0�� � ' <br /> � ' � <br /> ; I � Sn�o : __ P . � i � <br /> I <br /> 2. � INDICATES A WOOD POST AT THIS LEVEL UNDER A BEAM OR POST � ;; I ��,S��.NO I oS (4)2x4 DF#1 I O � � , <br /> . <br /> AT THE LEVEL ABOVE. � , I ��`11�PG�S I � ��P��e���� I ( ; ��.�, a � � <br /> __ _. ___ __ _ � <br /> 3. � I N D I C A T E S W A L L S S T ARTING AT THIS LEVEL AND SUPPORTING ( ` I S L A B P E R N O T E 1 2 I `�� I o p,� , U � <br /> � <br /> �pF� _ _..._ _ -: ; .,,.., p <br /> � ._ _- - -- --- --- - <br /> FRAMING FOR FLOORS ABOVE, DENOTED BY SOLID LINE 1`(PE. ��`� I I s��S l�'1�� � � � � � � <br /> SEE GENERAL NOTES FOR SIZE AND SPACING OF STUDS. � 1'-4" I �p,�`� S�NO �; __ ___ ___ 1 ( ' <br /> SEE 19 & 20/S2.1 FOR lYPICA� FRAMING. ( I ' <br /> ___ <br /> 2�11���G ����h. I ; <br /> L J � ' <br /> S � -, ^ ; <br /> : <br /> SW-X � � I � e � i--- � 5/S2.2 .___; <br /> ;�; <br /> 4. �� INDICATES A SHEAR WALL SEE 16, 17 AND 20/S2.2. � <br /> � ( ,o ( 1'-4" ^ FOOTING: ` <br /> 5. WHERE POSTS ARE NOT NOTED UNDER THE ENDS OF BEAMS, SEE 18/S2.1 FOR THE ^ � ( �J� ( sl � 2'-6"x2'-6"x12" w/ <br /> DEFAULT BEAM SUPPORT. ��52 2 ��` I �s�s I 9 S2`2 � )# � . <br /> � � I ,�s-0 I � 3 4 EA. WAY � � �. � <br /> 6. FOR HEADER FRAMING, SEE 16/S2.1. I ^ � � qe�o�� � � � � <br /> � <br /> � s�� `� ��' � � � <br /> 7. ���� INDICATES A SIMPSON HOLDOWN. SEE 11 AND 19/S2.2. ,�0��' ��J��N�S� � 3/S2.2 I �'o�s'i�p 6�� 3/4" THREADED ROD (� 2'-0"oc ALONG � � <br /> I � � ��s��s � o � I I �s�� ; ' HEIGHT OF POST,TO EX. MASONRY � 1� � <br /> � , � <br /> � p�� , W A L L• E M B E D 4 w/ S I M P S E T E P O X Y. <br /> 8. FOR TYPICAL PIPES AT FOOTING, SEE 6/S2.2 & 7/S2.2 I , I S I ( S � � � ( . -.-. , , ; ; COUNTERSINK. � � <br /> �� p Q " � � <br /> � ; � s� � s� `� `�' I ' 2/S2.2 � � <br /> 9. FOR SHRINKAGE JOWTS I N T H E C O N C R E f E S L A B. S E E 8/S 2.2. `����G��S� �� � 'L��'�'��5�� `�' � ' <br /> ( I `�`��P ��"� I `1>� v ( v � � � ' , <br /> 10. FOR CORNER REINFORCING BARS, SEE 13/S2.2. I � (3)2x6 � N y �, � q�`�so ; � <br /> J � \ ��, O�,S I I ; e�y �'� � FIELD VERIFY THICKNESS OF � � � ,� . <br /> z N s�� �is EXISIING SLAB NEXT TO �`+60 <br /> 11. FOR FOOTING DRAIN, SEE 7/S2.2. ; — �--�— — — i ; ; T���,o ; POST AND REPORT TO '�� ; __ � � � l <br /> , � . <br /> 1" SEISMIC JOINT � � _ _ s�� ENGINEER AT (206)334-8866 �4 <br /> ; <br /> ; <br /> , <br /> ., <br /> �_� � _ � <br /> .� <br /> 12. 4 SLAB-ON-GRADE w/ 6x6 - W1.4xW1.4 WELDED-WIRE REINFORCEMENT AT MID-DEPTH. -. _- -- ; ' _ __ � <br /> ; _ _.. _ ; _. <br /> ; <br /> ' � <br /> �y � <br /> -- -- - � <br /> _.._ __._ -_. _ _- _.._ _, _.__ P--�-� � <br /> ,_ ; <br /> VAPOR BARRIER AND SUB-GRADE BY OTHER. SHRINKAGE JOINTS PER 8 S2.2. ' , ' � <br /> ; (2)2x4 DF#1 ' -' � <br /> 3/4" TNREADED ROD (� 2'-0"oc ALONG � � � � <br /> ; _. �_ � <br /> __ _ _ ; _ <br /> ; _ _ __ _. . <br /> __ _. _ ED 4" / <br /> ; __ ; _ _._. __. _ .. <br /> , <br /> _ <br /> ___ - _ ._._� ;_._ � P�1 <br /> WALL. EMB w SIMP SET EPDXY. 4�� <br /> __. __ P--�-� <br /> __ � <br /> � � COUNTERSINK. , <br /> � <br /> � : <br /> ; <br /> � <br /> ; __ ____ � <br /> ; <br /> ;. . <br /> � ;. <br /> `Q�ti 9����� i_ ; <br /> � �• � � � <br /> � �\ o s� � � <br /> � � �� <br /> °��`�,� s��,o � <br /> ; ; � ; �1'�Q,O� ��,`���L <br /> ; ; , <br /> ; � : <br /> . <br /> , : : : ; ; <br /> � <br /> ; _ _... <br /> i" <br /> ; _...- — --- '— -- ------ -_..._ __..... - -- _ _._.__.. .---- —_._. _. , , <br /> � <br /> � <br /> , . <br /> � _�- _._-- _.. � <br /> ' , � . <br /> __ — -- <br /> ; . - � <br /> - -- --- - — _ ----- --— <br /> � <br /> 3/4" THREADED ROD � 2'-0"oc ALONG � � <br /> HEIGHT OF POST TO EX. MASONRY WALL• � <br /> EMBED 4" w/ SIMP SET EPDXY. COUNTERSINK. <br /> � <br /> � <br /> � <br /> � .. , <br /> � : <br /> � ? <br /> FL O O R F RA M I N G P LA N CITY APPROVAL STAMP BOX: <br /> 1/4" = 1'-0" � <br /> t�' <br /> REVISIONS : <br /> —�—�— --- <br /> —�—�— --- � <br /> PERMIT SET <br /> DATE: APRIL 2017 " <br /> DRAWN: MNC <br /> o - . <br /> ,� <br />