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C R��Tiv� <br /> O Foundation Notes: Footing �� � <br /> ��oNr������� <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 <br /> <, <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.. <br /> � �t � �,. �� �� `� � ��` ��`�33 1 �� <br /> -��aA ,�'s '� � R, <br /> � - t� ��� E�� � �,,� .� <br /> �• 4'a � '� 4 S��'� �E � <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, � �� <br /> �:.4 '. ` � •� <br /> � �'t,� t.ab 3�; q� �4 � �� \ � <br /> 3'-6" �'� ��'� 3 � ` ` `s, `� �` � <br /> 14' '� ` '�� `� �� `� `°�; �� � <br /> ���� � � � � � � � � � �"`:,� :.�� � � <br /> ABu��: �►�►N�P�sT ``� °� A Pa��o � °� � � ❑ Foundation Notes: Concrete <br /> `'� � � `�, s� ��`` `�`E � ��� I 4' ° _ •O <br /> � � � <br /> � `_� `�i <br /> � � � �`� ''� �x� N' � ��_., � . �z � �'�, I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD. . <br /> 2 7''d 7/16�-., � �< �; � 'v <br /> m � � � CO . � � � <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. �� � <br /> m � � � <br /> SLAB � � <br /> 4 �, `� � ►v <br /> I��� '� t`�� �'�. � � ��., `'`�. � `l � � �� <br /> � �� ,g � � �, � £ �. � ,.s 6 WAL� I' FTG \ <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 � � = <br /> �� S' 'z �` `'< � <br /> i . <br /> I'-5" � I� �, ��, < ,° � ��� � �., �, � — — — — — — — — — _ _. REQUIREMENTS. � <br /> _ � •�. �. , `�, `'�. � ���.. <br /> ; <br /> —. — �_— <br /> �. <br /> 1 <br /> — `� � �- — -- —� — �— � � __.. . _ _ <br /> — — — — — , ` . <br /> � — <br /> _ _ `. <br /> , _ _. <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 � <br /> (` '' �� � / � ;� �/ �/�i �a / � � <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- <br /> ( ,� W,.�"16���X�,,�'+/- % /" � � ,,� j� < i ,� � <br /> I ��� - % ������ � "� � �' �� � /�� i � � /-��� '�' � � rv <br /> � I �'� ��� � / . `�_ ,.`��� . . /-' � �� _ i / _ �'� _ -�% �,,% _ ' .,,��, . � ;'�_ —/�— _ ;'_= —,!� ���: 4. ALL REINFORCE BARS SHALL BE SECLIRELY TIED WITH #16 � � <br /> 't� � �" � � � / %_ �--� --�= �F ; ' =�� -�— �'' j�� — � ��/,� �'� _ � � / �= �'` — `.� �� �� / � %' DOOLIBLE-ANNEALED IRON WIRE.. � � v <br /> 7'-I I I/2" � �'� �r� ��-� : �./ ,,� �:�-/ ,,, / � %` '.'� � � % E. 2x6 B �MS �` %" �,/' � � EXISTING � <br /> I �� �� � � <br /> ( ���` �� �" � �, j % ' ��.��` ;� '� � �� ' �' �,�� I �'���� CRAWLSPACE „ <br /> � I-'� ,.�` � � � 4x4 P,C�ST / 5. 4 CONCRETE SLAB W/W.W.M. ►� <br /> , r` % ,� j ` �'' ,� � , / � % % /� � / � <br /> �" ' ' ' , .�'' ' / / � ,% �``� W/ 16" x6" + - , ���`�� �� ACCESS . � <br /> , �1 <br /> � ` L�. �=� ;� � — — , — — —� �f ��� � ��� ,%� l i' ���� � � ,-% ,� �� `°` ���� � � � -, /�� j �� °' �� 6. REFER TO BUILDING SECTIONS AND FOLINDATION DETAILS FOR ti �Q <br /> �� " � ND FOOTING FOR ADDITION � � <br /> r---- �: ,_ � _ � —;� — � �> ��� /�'_ � �� � � �'_ � '�—�- -� ����-- � �— `� �� �— � �� FOIiNDATION WALLS A � <br /> %' � �` � �s �= =�� � �— �`` ,,`— � ,�—l 9� <br /> �' i i � �'� � i 4 � / �` � ,�' f ' �;�' � e ;, / / �•`" � /�� I INFORMATION. � <br /> � � � % � , � �� /�- , � ; � Cra,�✓ spa � � �`�� �� ( � <br /> % �'' ;% ' �' ( , ,-� F/` � ' '� ,�, �'F, %, 'i' ��' / � � � /, <br /> , <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 � <br /> � y � sq9 ( ► ; / j" ,r % ' , % / ��/ ���' /�.�/ �- — � / —,- —% <br /> ' i� �' �� �;� �—l� �� �``� —� — ,��� —�— � ,= -� ;�=� � — � j ;� Q <br /> ,� � � �. � �' �' , � � <br /> E. � , E�` �` � ;� <br /> � <br /> � ,s' �/' j ,�' �� E���)�x6��;4MS ,, ��`` �� �� ��` �� � /� �% � <br /> �$ ,, ,� , ; / ,%�� �r 4X4,�5r '� � �-� %� ,, � ,, �� � � Framing Notes <br /> � � � � s� <br /> � � % � � <br /> � i / , �/ , � ,:, �� � ;' <br /> � � � � ,, � �.,� �� W/ I(� (�x6 �/- ,� �, ;' ;, f j �a ,% �y�� � <br /> ������ � ��""��� � �� � / ������� j��� � � ��,:•'� � �-� � .�'�' �..`� � �,r` �� ��_� � "'� �% � � ���� � i�� �� n��� � <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�" <br /> � i� E . i � , I <br /> � I //� i� �' � ? % i�/ �� F� /� �// � � ;"� � / � � 3. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL SIGNIFlCANT ProjectSite: <br /> ( � �' / / � <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 /- <br /> � '' , � �� � � ; ' ,, , <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 <br /> � , / � . .. <br /> � , � � __��. �. , _ _ � ,, , / � � .� , -� I <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: <br /> , a <br /> � � 37 s 3 �, � � <br /> ' ; � NF� � �.:wm � } __ '�. `:� Mr Sisk <br /> �� 6Xg <br /> �€ <br /> � � _ Q-� ,t � �f� January 3> <br /> _._.. � <br /> y, <br /> , . _� � �- 2018 <br /> s � N�,,,�`��` <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' _ , , � ,.� � <br /> . � ,� <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.. �' � <br /> �9 e_ _ _. 3 ����;�°����,� F�3r �I��° I'��.r���irrr� ��e:��<az�t�r:���r�t <br /> , ;� , <br /> � � <br /> �� �,YS � y�� t 4 tz F �, ` Project Number <br /> , �: � <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� � � _�� � � � <br /> � <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.. ''�"�� , , �� � <br /> � <br /> , < � � � � ��;.� } <br /> � � . <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" ''� <br /> __ __ �..°'�. � <br />