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<br /> � WALL: EMBED 4" w/ SIMP SET EPDXY. �
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<br /> FL�OR PLAN NC)TES: � _ ___ _ _ __ __ _ _ _ __ _ ;
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<br /> 1. SEE ARCHITECTURAL PLANS FOR DIMENSIONS. DO NOT SCA�E DIMENSIONS FROM ( I �S�,os I 2✓q�ks `��`�'�� ( � ! �o`���:�° � o�
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<br /> THE STRUCTURAL PLANS AND THE STRUCTURAL DEfAILS. ���KiN� ��S I - ' �`�0�� � '
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<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 � � ,
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<br /> AT THE LEVEL ABOVE. � , I ��`11�PG�S I � ��P��e���� I ( ; ��.�, a � �
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<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 �
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<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 '
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<br /> SW-X � � I � e � i--- � 5/S2.2 .___;
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<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�� � � � �
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<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� �
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<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. � �
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<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�� `�' � '
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<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
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<br /> 1" SEISMIC JOINT � � _ _ s�� ENGINEER AT (206)334-8866 �4
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<br /> 12. 4 SLAB-ON-GRADE w/ 6x6 - W1.4xW1.4 WELDED-WIRE REINFORCEMENT AT MID-DEPTH. -. _- -- ; ' _ __ �
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<br /> VAPOR BARRIER AND SUB-GRADE BY OTHER. SHRINKAGE JOINTS PER 8 S2.2. ' , ' �
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<br /> 3/4" TNREADED ROD (� 2'-0"oc ALONG � � � �
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<br /> FL O O R F RA M I N G P LA N CITY APPROVAL STAMP BOX:
<br /> 1/4" = 1'-0" �
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<br /> REVISIONS :
<br /> —�—�— ---
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<br /> PERMIT SET
<br /> DATE: APRIL 2017 "
<br /> DRAWN: MNC
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