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<br /> O Foundation Notes: Footing �� �
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<br /> I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD.
<br /> E. 62' IF ANY QUESTIONS SHOULD ARISE, CALL CREATIVE COMFORT
<br /> BEFORE PROCEEDING OR THE RESPONSIBIUTY OF THE DECISION IS Precision £� Grace
<br /> E. 20' E. 14' E. 28' ALL YOURS INClL1DE ALL COST.
<br /> 6619 132nd Ave NE,
<br /> 2. ALL CONSTRLICTION AND DESIGN SPECIFICATIONS PER �012 Post Mail Box 242
<br /> I.R.C.. Kirkland, WA 98033-8627
<br /> 0 0 0
<br /> 3. AILOWABLE SOIL-BEARING IS PRESUMED TO BE 1,500 P.S.F.
<br /> � '� �'� `";� �,, `� ` ``4� �5 °'� � IINLESS NOTED OTHERWISE BY GEOTECHNICAL ENGINEER. 206-619-3995
<br /> � c�'�� � `� � � ``�� t 5 2eclectic7@gmail.com �
<br /> `�w , � �`�Q '°,, ` �� � ``.� `'� � ;
<br /> � �°�s `Q `�<- t� �`` �,Q�� ` °� ��s �,� 4. FOOTINGS SHALL BE PLACED ON FIRM IINDISTLIRBED EARTH, AT Skype:eclecticselren
<br /> � �t��,0 � � �� ``;� �, �.� `�� 2'�,'-9 7 (�° ��`��� `�, � , , "��� �,�`� A M(NIMUM OF 12" FOR ONE STORY AND I S" FOR TUUO STORIES
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<br /> _ � �, � ���., ��� �� �`� '� �� �� „ ;� �''� '� �, „ ;: _ �� '. BELOW THE FINISH GRADE PER THE I.R.C...
<br /> , F� > �aL '��.. 0"x�"COI�. FT �,� � 3�, x 30 �ONC.��� . � °<, 3 x 30 CONC. FT. � ;
<br /> ����,� ' /40"ti�1N.EM(�� (TYP)�°., �� W����MIN;�EMB �` P) ����`r� z ��` W 40"MIN.EMB. (TYP '� �� ��i,�
<br /> .� � , , �`i,A '` , �,, ' � � 5. ALL FOOTINGS SHALL BEAR ON FIRM IINDiSTIlRBED EARTH PER
<br /> �'� `` � � e �:,. ,, ; I.R.C. 2012..
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<br /> '�� � '°��, ��ti �,,, � 6. STEP FOLINDATION W,4LL AND FOOTINGS PER SITE CONDITION.
<br /> � °>., �`'�� `"�•� w� �''.� `,,F �{� �-, �,4 REFERENCE EXTERIOR ELEVATIONS AND BLIILDING SECTION. O
<br /> I 4-S �'�-� 3%4, � 9� �/4, � ��
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<br /> ABu��: �►�►N�P�sT ``� °� A Pa��o � °� � � ❑ Foundation Notes: Concrete
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<br /> � � � �`� ''� �x� N' � ��_., � . �z � �'�, I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD. .
<br /> 2 7''d 7/16�-., � �< �; � 'v
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<br /> `'� _� °,� � '� � � IF ANY QUESTIONS SHOULD ARISE, C:ALL CREA7tVE COMFORT � O�
<br /> � ° N. 4" �� � �� `�� �� �.� '°;SLAB � � `�-,, BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DEGSION IS � � �
<br /> 2-I 3/4 ABU44:STRINGER }`�.., i \X � { � � ,4
<br /> , CONC. '�. ° � `�� '� � ���`� �`<, � ALL YOLIRS INCLUDE ALL COST. �� �
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<br /> SLAB � �
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<br /> I -10 I/4 ,,4 ��; �, �, �, `�, �°� � � � �} g � �. ALL CONSTRLICTION AND DESIGN SPECIFICATIONS PER �01� � '� �
<br /> ABU44:RAILING POST ��; �� �tt `� `� `� � �� "���, �� , I.R.C. REFER TO FOOTINGS NOTES FOR BEARING PRESSLIRE � � =
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<br /> I'-5" � I� �, ��, < ,° � ��� � �., �, � — — — — — — — — — _ _. REQUIREMENTS. �
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<br /> � � '� �� � `� � ��= � - '� �i— — �� �—��, � 3 REINFORCED BAR SHALL BE GRADE 40 WITH MINIMLIM LAP. �
<br /> � � � — — � — � ��.-� — i� ��``— — � —�`` — '� � — � �--- �- �n�- ,' �� . ALL ��I
<br /> � � �� — .� �` �� � / �� �E��` � �,�' % � �� ,F' � 6 WALL CORNER BARS SHALL BE 24" IN EACH DIRECTION AT ALL � \j �
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<br /> �.�'2 � �BEAMS, � ~ '� � �: � i ,�� ,:"'� � ' i'� ' � �' � �
<br /> � � � � � j lr« % ,,�_" �,. j; �/ / j � j' �� ' �, FjG HORIZONTAL REINFORCEMENTS. THE REBAR IS TO BE PLLIMB m
<br /> � i� � ,� % ������ �� � AND SQUARE. INSTALL REBAR TO THE REQLIIRED HEIGHT. �� � • x
<br /> �� r' W/4��POST��' � -� i � / � � i � ,�'`` ' � �� � / � �t-
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<br /> 't� � �" � � � / %_ �--� --�= �F ; ' =�� -�— �'' j�� — � ��/,� �'� _ � � / �= �'` — `.� �� �� / � %' DOOLIBLE-ANNEALED IRON WIRE.. � � v
<br /> 7'-I I I/2" � �'� �r� ��-� : �./ ,,� �:�-/ ,,, / � %` '.'� � � % E. 2x6 B �MS �` %" �,/' � � EXISTING �
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<br /> ( ���` �� �" � �, j % ' ��.��` ;� '� � �� ' �' �,�� I �'���� CRAWLSPACE „
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<br /> , r` % ,� j ` �'' ,� � , / � % % /� � / �
<br /> �" ' ' ' , .�'' ' / / � ,% �``� W/ 16" x6" + - , ���`�� �� ACCESS . �
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<br /> � ` L�. �=� ;� � — — , — — —� �f ��� � ��� ,%� l i' ���� � � ,-% ,� �� `°` ���� � � � -, /�� j �� °' �� 6. REFER TO BUILDING SECTIONS AND FOLINDATION DETAILS FOR ti �Q
<br /> �� " � ND FOOTING FOR ADDITION � �
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<br /> �' i i � �'� � i 4 � / �` � ,�' f ' �;�' � e ;, / / �•`" � /�� I INFORMATION. �
<br /> � � � % � , � �� /�- , � ; � Cra,�✓ spa � � �`�� �� ( �
<br /> % �'' ;% ' �' ( , ,-� F/` � ' '� ,�, �'F, %, 'i' ��' / � � � /,
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<br /> I I�F � ; ; � ��� � ;,'�� ;r � �° �� � ;�` � ��� �'` % �� �� i � ,� I 7. REFER TO STRLICTURAL ENGINEER DRAWINGS FOR ADDITION �
<br /> �° WALI� ,� ��� I� � � ,� ;' /� � ,,�``� � � � � � SPEGFICATIONS. �
<br /> / � , / / � � I � � / / � � � �
<br /> I FT� �� � ,� � j� � � j: , , , � ; r; F % ' 1 — � ,, I �
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<br /> �$ ,, ,� , ; / ,%�� �r 4X4,�5r '� � �-� %� ,, � ,, �� � � Framing Notes
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<br /> �'j �' ;' � / / - � _ � � �� ��v� l ,�-- ---w I. VERIFY ALL DIMENSIONS AND CONSTRUCTION CONDITION IN THE
<br /> ,_ �� ( l i � ,. ' , ;/ � .�� ,', I�' .-�-l�f �—/ -�l��, -� ��/ � �i / � � � / � �` I FIELD.
<br /> 20 0 I/2 � / � � � � �� � �° � � � �" �
<br /> E. �'I ;, / % ,, i 1 � ��' i �" ' � ,' � o�� i �� �` �
<br /> �'� , ' ����J �` �``� / � �'� %� % % FRAMING SURFACE.
<br /> �4' (` ( ,� � � s'� i � '�� � �� ,,� � % � � � � / �� � ��' ,;�' � ( 2. MEASUREMENTS ARE FROM FRAMIN6 SURFACE TO
<br /> i' I' °� f ��� �'` � �` �� ,� � %' I�"
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<br /> � I //� i� �' � ? % i�/ �� F� /� �// � � ;"� � / � � 3. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL SIGNIFlCANT ProjectSite:
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<br /> ;�`� ' � '� ,�� � %� ,;�' �� � ;� � � ,--����y ;, ,-.�� �p��� : ,-- ' ,�.
<br /> ! � `� � ,- _ -�``� � INFORMATION AND ALL PRODUCT SPECIFICATIONS BEFORE I41 O HOlIOw Ddle PI
<br /> ' '� '�� s`— �"� -'� — � �— '— - —, '— — �� — PROCEEDINv"WITH THE PROJECT.
<br /> � � , � � � ( � =.�� / �— �� , --� / �'� ;'` ��� % , �� �,� � Everett, WA 98204
<br /> ,: � / � / `,%� � � r �� / jI
<br /> I ; � / �' a�`y� j�� j' ' I �fI , � j ;' j � �'� ;� � FF E. (2)�6 BEAM ' ``'� �'`f j� ,� I 4. IF ANY QUESTIONS SHOULD ARISE CALL THE OFFICE BEFORE
<br /> � � � � ,,� , � f<F�' � I , / � � �' �', � n� �`` W��X4 Posr� � ,� � ' PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS.
<br /> � , / ,�. � I � f / ; � , / � `, �� � ,,�' �� % /� I Building DeparCment:
<br /> � ��, � � /" �,� ;� �� ;' ,� � / � � � 4��/ I 6 0 /-
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<br /> � �� � ��— ..,� — � � � � �F� i ,� � �� ; � ( Gty of Everett
<br /> I I ' ,% , ' ,.�� � , ,% � —�° �— ,`— ,,�`` .� � �° -� ,'' ^ �' _.. '' _.. . _ __. . .. _ 5. REFER TO THE ALL FRAMING NOTE SHEETS A-0.4 THOUGH A-0.8 AND
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<br /> I-- I ;= . -- ,� --- • ;�" - -% - .��°` - - �� `` -'— --• � '� —/ -� _ ?= � THE STRUCTUR,4L ENGINEER REPORT FOR FOR ALL INFORMATION.
<br /> __ __ _ J` .,,� , — — — — — — — ,
<br /> '
<br /> , ' r f' ; '� - ,�, / I � � f�f—�;`,/ � �� �'/ ,� �� j ;i d°' � THESES NOTES LISTED BELOW ARE DIRECTLY RELATE TO ARCHITECTURAL Building Code:
<br /> E. � �� � i ' � � ' / � � ' � ,:� I �I ITEMS OF THIS SHEET. I.R.C. 2O I$
<br /> , f i �1�ISTING,- ,� E. Porch � � /
<br /> 4� ` I �G ' PORC� � I �I I� � / i�� �°" /��/ ' � / j�' �''�� "'� I 6. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL
<br /> I �I ',_ _,_ _ ;/ �,_ _ '_ _� ^_ — — ' � ,�? ,�,� � — �` — �' � �,� �— �� `'— �` _�J, I BE SIMPSON OR EQUAL, ALL SPECIFIED CONNECTORS AND FAS7ENERS N
<br /> - _.� ; � � _ _ _.. __
<br /> �_ � 7� —' ` � � " �-.' � � -�-_ _�` � '' -- ?- �'� � — MUST BE INSTAL�ED PER MANUFACTURER'S SPEGFICATIONS.
<br /> ; E.._ ` _ "�
<br /> ���
<br /> — — — — — — — — — — — — — — — — — , � :�Z;.
<br /> 3' S' 3'
<br /> 6" WALL �� Fr�' 7. DO NOT OVER DRIVE THE NAILS OR STAPLES INTO THE FLOOR'S SUB ��, °
<br /> F�OORING, WALL SHEATHING, ROOF SHEATHING, AND ANY FRAMING , �-
<br /> �
<br /> 4'-4 I/�° pF#1 MA TERIALS. ;
<br /> 5'Iti� �'�_ �
<br /> N. 6"CONC. SLAB P� A T(P• "� S'
<br /> � ��_5�� , W/#4 REBAR AgU� ' 8. DO NOT OVER CUT OR OVER NOTCH ANY OF THE FRAMING MEMBER �,
<br /> NEW � AT I S"O.C. EACH WAY
<br /> OR THE SHEATHI .
<br /> PORCH �p�_� ��� * REFER TO
<br /> ��_� � ����� STRU�TURAL SHEET Project Compass
<br /> S-I.0 FOR FOOTING Designer: Vernon
<br /> � � I S'-5 I/16" � � REc�UIREMENTS January 3, 2018
<br /> � '� ` -- Client:
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<br /> � � 37 s 3 �, � �
<br /> ' ; � NF� � �.:wm � } __ '�. `:� Mr Sisk
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<br /> , . _� � �- 2018
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<br /> 6,+� ;� Design Issued
<br /> y�,� January 3, 2017
<br /> { � 14'-1 I" ''
<br /> 30°Q�CONC. FILLED HOLE, TYP. 30"�l CONC. FfLLED HOLE, TYP. ;y; Bid Release
<br /> _ ,�' � � January 3, 2018
<br /> MIN. DEPTH 5.50' IS'-5 1/16° % MIN. DEPTH 5.50' _ , , � ,.� �
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<br /> ' '� �� �� Structural Release
<br /> _ _ ._� ... ..__�
<br /> � ; : ; EXIStllla January 22, 2018
<br /> � ;
<br /> �' Construction Issue
<br /> Foundation Footing Schedule E �o, I E �q, E. �8� Building Elements aubusr �, �o�s
<br /> POST WITH POSITIVE CONNECTION PER PLAN ON 12" x 12° x S" ' E. 6�' �
<br /> L�J CONCRETE FOOT►NG WITH (2) #-� REBAR SET IN EACH DIRECTION. ► --- Revision - I
<br /> . j ;_ �'�'
<br /> �2 MAXIMUM LDAD SHALL BE 1.500 P.S.F.. �' �
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<br /> .., � � ��_ � � E �_. � � ` � °�
<br /> POST WITH POSITIVE CONNECTION PER PLAN ON I S° x I S" x 8° `' � ` ' ' � � � `
<br /> �— :�� �� _� � �� ��-��� � ��� � � � � 2 0 9 1 7
<br /> ra� � � _�� � � �
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<br /> CONCRETE FOOTING WITH (2) #4 REBAR SET IN EACH DIRECTION. f° � d f� �� ���� ,' ` '
<br /> � � ���:,,.
<br /> ��� ...,,.,,. „ � <.... .�.. . �_ , `4....... _ . ,._
<br /> �g MAXIMUM LOAD SHALL BE 3,300 P.S.F.. ''�"�� , , �� �
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<br /> EX�SL�n� All Rights Resen�ed.
<br /> � �� ,; All contents within this sheet is
<br /> ���� }-
<br /> the sole propertp of Creatic-e
<br /> PaL�� Comfort.Keproducuon b}'am'
<br /> � means either in whole or in
<br /> � part requires written permission
<br /> _
<br /> by Creauve Comtort.
<br /> 0 �' �+' 8' �
<br /> I
<br /> �> � Sheet Number
<br /> � .>>�.���
<br /> Scale: I/-}" = I'-0" ''�
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