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S + L ArcFiitects, LLC
<br /> ��� 273'1 983rd Ava SE Snohomish 98290
<br /> 360.563.'1032 c206.890.8348 �
<br /> 65'-10 3/4"
<br /> 54'-0"
<br /> • All material appea�ng herein constitutes the unpublished and `
<br /> original work of the Architect and may not be duplicated,
<br /> used,w disclosed without the written consent of ihe Nchitect
<br /> � LINE OF EXISTING ArcFiitect Stamp:
<br /> (�/ \1 (� 1 �' `� FOUNDATION, TYPICAL ��� ���
<br /> I I I I I I i I
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<br /> _ � .-- - - -1- - - - - - L- - -- - �— - - - - � ,i- - — - - - sssa REGISTERED
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<br /> I „�' I I ; i � � � j i � 1 � ,',; � STATE OF WASHINGTON
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<br /> I � � i � I CONTRACTOR TO VERIFY (E) FOOTING IS i i � � I . : l
<br /> Projact Titla:
<br /> ' i i i i CONTRACTOR TO VERIFY (E) FOOTING IS
<br /> N I I MIN. 8° DEEP x 2'-0" SQ. IF FOOTING i i i t i ' '
<br /> � I I EXISTING COLUMN i i MIN. 8" DEEP x 2'-0" SQ. IF FOOTING
<br /> � IS SMALLER OR DOES NOT EXIST � � CONTRACTOR TO VERIFY (E) FOOTING IS �
<br /> I , 8" DEEP x 2'-0° SQ. � ` I ' i i MIN. 8" DEEP x 2'-0" SQ. IF FOOTING � � (2) 24" DIA x 36" � : ' IS SMALLER OR DOES NOT EXIST
<br /> i' � �' I .� � INSTALL (N) 8' DEEP x 2'-0" SQ. � � � ' , ► �; I INSTALL N
<br /> "' � `� � CONCRETE FOOTING W/ (3) � ��: � FOOTING WITH (3)-�4 E.W. BOTTOM i i IS SMALLER OR DOES NOT EXIST i i DEEP FOOTING FOR O 8" DEEP x 2'-0" SQ.
<br /> I I � � INSTALL N 8" DEEP x 2'-0" SQ. i i NEW STAIR LANDING � I FOOTING WITH (3)-#4 E.W. BOTTOM
<br /> I �4 E.W. BOTTOM. POUR � 1'-6° � � � � i i
<br /> I ,` I �� UNDER EXISTING FOOTING ; I }� i i 1'-6" �� FOOTING WITH (3)-#4 E.W. BOTTOM i � i ��`O �� EXISTING ' � : ( �`�
<br /> � � � � � � � � � � �, � COLUMN � COLBY AVENUE
<br /> i � ( ��� � I ��� i i ��� EXISTING COLUMN i I i�� �� � ! ��
<br /> � ; � ._ _� __ EXISTING COLUMN � � J_ _ _ � � I, � � ' ;"' � � RESIDENCE
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<br /> �- , ; , �- --, � � � -- , � � � � � �-- -, REMODEL
<br /> �I . � - - � � ' � i i i I I i - i i i � I i i i i i � i ' � 10" DEEP x 2'-6° SQ. •
<br /> ' i i i i i i � i i i i i i i i i i
<br /> � . :;.. . , .
<br /> � i i i i i � i i i i � i i i i �� i � ' I � CONCRETE FOOTING W/
<br /> . . _ • .,. ..., �. , .
<br /> �_ _� . ._. __ .-, _ '�•_ � -J I L____J i i M �---� i i � i i � i �--- � � ��� I � �3) �4 E.W. BOTTOM.
<br /> 1 6 �_ .•:` ;-� POUR UNDER EXISTING o
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<br /> 1 ; �- - -- -� SZ.O - - --- --_� �---�- -a �-- S2.O -
<br /> 52.0 '� -�� �i- � �i_ � ; i S2.0 FOOTING o
<br /> DN �. i DN �`° i i t � , i TYP. � "'
<br /> � �� i i i ' ' � TYP. ; . i
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<br /> � �- - — — -- — — — --� i � I i � � i ( i
<br /> � 10" DEEP x 3'-6° SQ. i i 10" DEEP CONCRETE FOOTING W/ � � i � � 10" DEEP x 3'-6" SQ. � ` �
<br /> I .. • • '. ., I CONCRETE FOOTING W/ (3) � � (3) �4 BOTTOM LONGITUDINAL AND � �i { � CONCRETE FOOTING W/ (3) i I
<br /> EXISTING STEPS � � ~ � � � � ' � • � � � i i 4 E.W. BOTTOM. POUR I . � I
<br /> I � �. I #4 E.W. BOTTOM. POUR #4 � 12" o.c. TRANSVERSE � _ �
<br /> � � ;: � � �� UNDER EXISTING FOOTING S2'0 � � � ; �, , � UNDER EXISTING FOOTING 3714 Colby Avenue
<br /> � ��: I a � 3 , , 0 ��-; ���� Q � '� � Everett WA 98201
<br /> • ;.n � �: � ;. —�-� � r----� I I r----� � �! � � , , �i— '.° —� `
<br /> � I � .: � i � i � t i � �i � �� �---1 0" D E E P x 2'-0' x 3'-0'
<br /> :
<br /> :. i �., � � � i i i F 10° DEEP x 2'-0° SQ. ii ' i ii i� ' '� 10" DEEP x 2'-0° SQ.
<br /> I ; � _ � i ; + i i � i i i i � i � ,'�; i CONCRETE FOOTING W/ (3) #4 E.W. i; i
<br /> v ` L ',,� j 10" DEEP x 2'-0" SQ. �_ __� � � � � CONCRETE FOOTING W/ (3) ii ' � ; ii BOTTOM. POST MAY REST ON WALL �' ` � �i CONCRETE FOOTING W/ (3)
<br /> � � �� ° �` � r CONCRETE FOOTING W/ (3) i i L J #4 E.W. BOTTOM. POUR iL��� ��i FOOTING IF SAME OR LARGER (VERIFY) � '• -� #4 E.W. BOTTOM. POUR
<br /> (� _. ,_, � ._ � __ _ � I � � I � UNDER EXISTING FOOTING �� I UNDER EXISTING FOOTING
<br /> — — #4 E.W. BOTTOM. POUR i � i � � i
<br /> , , � : I UNDER EXISTING FOOTING i i---8" DEEP x 18" W i � � �i--8" DEEP x 18" WIDE � ��� (
<br /> 10' DEEP x 2'-0' SQ.
<br /> � CONCRETE FOOTING W/ (3) I � I h, � � � CONCRETE FOOTING y i � �) ; i ��� CONCRETE FOOTING I � I
<br /> #4 E.W. B O T f O M. P O U R �� i i �`� �� i � I; � i � . I
<br /> i UNDER EXISTING FOOT IN G � � � � � � � I i j � i
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<br /> ' .-.:. ... ,- .. . .� ,, .,:. ..,�-. . �.�,;: • --- ..:•... sue �ate: January 2018
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<br /> T -- ;- � - T a PERMIT SET
<br /> i i � l � s2.o
<br /> � � � � Project Numbar. x�c�cx �
<br /> � � � , � , TYP.
<br /> (2) 24" DIA x 36" FOUND TIONSTTYPICAL
<br /> DEEP FOOTING FOR
<br /> NEW STAIR LANDING Ravisions:
<br /> No
<br /> 1 7.25.18 OWNER CHANGE
<br /> 2 8.9.18 OWNER CHANGE
<br /> 3 9.5.19 OWNER CHANGE ,
<br /> FOUNDATION PLAN
<br /> � /4„_ � ,_Q„ A'
<br /> � ��
<br /> 0 1 ' 2' 4" 8"
<br /> �- ��-� + �s��
<br /> ���� L ��l
<br /> � � �'� �
<br /> �
<br /> Stisat Contants:
<br /> ' SEP 0 9 2019 '
<br /> �ITY O�t ���RE�s
<br /> Pe
<br /> FOUN �ATION
<br /> P LAN
<br /> NOTES LEGEN �
<br /> 1. REFER TO SHEEf A0.1 FOR GENERAL NOTES > >>
<br /> SWX �X -X � SHEAR WALL PER 12/52.0 WITH MINIMUM LENGTH IN PARENTHESIS
<br /> 2. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND FRAMING SHOWN.
<br /> . NOTIFY ARCHITECT AND ENGINEER OF RECORD IF CONDITIONS ARE NOT AS •
<br /> NOTED ���� s''aa*:
<br /> 3. REFERENCE STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION HOLD DOWN PER 8/S2.0
<br /> A3 _ O _ '1
<br /> � 2018, S+L Architects, LLC
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