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� . <br /> o � . � � . . :� �---- --- <br /> , ' PT 6 I 4 DF#2 FDN BM-01 �' <br /> � '� � ° ��� _ ,� ~' <br /> _ a ��_ _ _ __ —�__ �.� �,,..- � 0 Foundation Notes: Footing CR��,�IVE <br /> ��. t- - - - - - - - - - - — �.� i-- ,,� � ,=,: <br /> , <br /> \�i, ��/ �4�� � X 4��� MIN. \��� �� 24° ,o`� } l. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION ►N THE FIELD. ��fOM ��� � <br /> IF ANY QIIEST10NS SHOLILD ARISE, CALL CREATIVE COMFORT <br /> I CONC FTG CO � �� � � BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DEGSION IS <br /> � PER S. DTL #I I pER � � � '� ALL YOLIRS INCLUDE ALL COST. Precision F� Grace <br /> � � � l <br /> 7�_ �� � � �� 2. ALL CONSTRUCTION AND DESIGN SPECIFICATIONS PER 2012 2508 Audubon Park Dr SE <br /> � � � � � � <br /> I.R.C.. Sammamish, WA 98075 <br /> � 5'-I I " WINDOW ��� QoS���,�. �� � �� o`'�P5`` � - � � Q°�'�P`'`` �\ <br /> E ,� Q, .��� � ,yQ � 1� !C. t `'~F�°' ,� Q, 3. ALLOWABLE SOIL-BEARlNG IS PRESLIMED TO BE 1,500 P.S.F. <br /> 0����5� � Qt�'�J�� �, Q�'���5� � 11NLESS NOTED OTHERWISE BY GEOTECHNICAL ENGINEER. 206-619-3995 <br /> � ,�4� Q� O�, ��� Q.` O�, � Q.` 0�, \ 2eclectic7@gmail.com <br /> � C� / .� �o, � C� � C� � Skype:eclecticseven <br /> / �+ ��O �+ ��O �+ r��O �, 4. FOOTINGS SHALL BE PLACED ON FIRM UND►STURBED EARTH, AT <br /> — —— ——— —— ———— — ——— —— ————— <br /> �J L� � �, � C.�' � L�' � � ;y��==��4 A MINIMUM OF 12" FOR ONE STORY AND I S" FOR TWO STORIES <br /> ` ' �° ,;� �'- � '` �� <br /> I � 0 � � 0 � PT DK BM � �� � PT DK'8 V \ ^ , Y_T � � ` f t �� BELOW THE FINISH GRADE PER THE I.R.C... <br /> �� _�____......._ �__�_ a�___.____._ <br /> � –– –– – –– � :� �'a w..� � _.�� -� � ��`' '� <br /> ��. �_� <br /> _o . . . . <br /> m e_ <br /> s � w _ � , <br /> � � --- — � f 1'�` �"� � , � � � , "� 5. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH PER �i <br /> ' ° r ---- � � 24"Ql x 42"MIN. �=� �4"�x 42"MIN. =°'� 24"Ql x 42"MIN. '� <br /> � 7-4 I � �Y ►.R.c. �oi�.. <br /> � � � i CONC FTG � � CONC FTG � CONC FTG � '�` � � <br /> � I E � �� � PER S. DTL #I 4�_q ����� � PER S. DTL #I I � PER S. DTL #I 1 � � 6. S7EP FOLINDATION WALL AND FOOTINGS PER SITE CONDITION. � <br /> � � �x6 MUDSILL � ��`` "`�°-..� � �3'-10 3/t 6' S0' � � � REFERENCE EXTERIOR ELEVATIONS AND BU►LDING SECTION. v <br /> I � � W/A.B. PER `� � � <br /> i I � 7' ```�. 36' �` �� �` � _ �.����q�` ►v <br /> � � srRucru�� � � <br /> � � <br /> __ <br /> � � ENGR. DETAIL, nP � `\. ,6�-„ 5is� � ►6�-0 ��i�6° � �s'-I I 5/8�� � � �� `- Foundation Notes: Concrete � <br /> – --��- � <br /> i I j � � ,� , \ � <br /> P P 6x I 0 DF#� <br /> �,�-�` I � � �� `� � 4 � I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION W THE FIELD. Qi <br /> � ` � F N BM-02 I 5'� �, c,'� �, � c,'� �, c,'� �, IF ANY QUESTIONS SHOLILD ARISE, CALL CREATIVE COMFORT . <br /> � 0 S \ p 5 � � 0 5 0 5 O� • <br /> � +� , � � I �� \ ��yQ��P � �� �yQ Q�P `� 16'-6 3/16" `., �yQ �P 16'-6 I/8" ��,Q�Q�P BEFORE PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS � � � <br /> � � F ✓ � � 4� J� \ O �? O 0� J� ALL YOURS INCLLIDE ALL COST. � � .� <br /> �'�"' 24" � x 2" MIN. � � � � �°� ` �Q� �°`' � �Q� �°`'`� �Q� �°`' 'V ro <br /> � CONC F G I I � � �L�� �' � L�'�� �� � L�6� �° � L�'�� 2 I.R.C. CRE ER uT0'O FOOTI�NG�ENOTESS FOR'CBE R NG P RESSLIRE � � � <br /> � � � � f�`� � PT 14 DF#2 FDN BM-0 I \ %, • PT 6x I 4 DF#2 FDA�BM-0 I i� , �T 6x I 4 DF#2 F N BM-0 I i .x- REQLIIREMENTS. � � � � <br /> ` PER S. L #I I � � TJI'S ���� �� — � — — _� � — — — — � � _ �� — —�' — — — — � �� � V a� <br /> � ~-~'`� � � � � � ��,�' �' ���� ���/ �--' 3. ALL REINFORCED BAR SHALL BE GRADE 40 WITH MINIMUM LAP. � <br /> � .p . <br /> � \"� ?4"0 x 42"MIN. ��="� 24"�x 42"MIN. �° �`'""� Z4°f�x 42"MW. \"'"� 24"f�x 4 "MIN. � � � <br /> S tr u c t ur al � F r a m i n � � CONC FTG � ` CORNER BARS SHALL BE 24" IN EACH DIRECTION AT ALL � v <br /> �� FOUI�d c�tIOI� PIaI�: g � � � CONC FTG �� CONC FTG ` CONC FT HORIZONTAL REINFORCEMENTS. THE REBAR IS TO BE PL.LIMB � <br /> � �" � PER S. DTI. #I I � PER S�DTI. #I I � � � � � � .,,�, � PER S. DTL #I f ° PER S. DT #1 I AND SQLIARE. INSTALI REBAR TO 7HE REQLIIRED HEI6HT. � <br /> � � � � � <br /> ����.�` � .� �. .�... �.. ...�.. ._._.� � .� .._._... ____ �7' ." � 6'-2" ` '- ° ..�.... ..�.. .__. ____ � � _.._. _._�_ ___._ ___. .� �� cfl <br /> 5'-II" WWDO � I'-6" DOOR I'-6" � WINDOW 5'-II" ��..,� �� � 4. ALL REINFORCE BARS SHALL BE SECl1RELY TIED WITH #16 •� k <br /> � �� `"�� � DOOLIBLE-ANNEALED IRON WIRE.. � _ <br /> ( � � . . . �r . .� � .� _ . . . . . . . . . . � � � � � <br /> � � � . . . . . '�" . . . ���.. � . . . . � „ � <br /> ����� � � . . . -�-- � �,. � �� ����►�--- � <br /> ' �,... =,=. .._.,.- -.� ,��" 5. 4 CONCRETE SLAB W/W.W.M. � U �.: <br /> �` � °�� � ` �\ �� � �� � — — , — — � � — —�——— a o a a a o 0 0 0 0 � o o � �����-- ---_ _ V <br /> — __ , � <br /> ���' PT 6x I 4 DF#2 FDN BM-01 ��' � �` � �`�"� ►� v <br /> . � <br /> � _ ____ ° o ''� , , „ 6. REFER TO BIIILDING SECTIONS AND FOl1NDATION DETAILS FOR � <br /> � � � �..e,�.. __ �— . __ �..�< �_ � < � �. ,_ „ � -- --- — ----- -� --- - - - - - - - �� � 14-3 II/16 � <br /> « � _ _ _ _ _ _ �g � � � � 4 I \ � : 10 � FOLINDATION WALLS AND FOOTING FOR ADDITION ►� <br /> \��.�i �/ u �� — — — — — — �� � ��/ " I '-3 11/16�' \ 0�� F' 2' � � � � I'-4" � � E � �c,'� � INFORMATION. � <br /> � 24Q1x42MIN. � 24 � �.Q � �, � I I . 0, � Q ��' <br /> CONC FTG € CON � �Q �.�� . I � � � �``� I � � � •I ' `O � I �p�� �� 7. REFER TO STRLICTl1RAL ENGINEER DRAWINGS FOR ADDITION ►� <br /> ( Q 0 I I � �Q 0 SPEGFICATIONS. <br /> � r� � � �---- ____ � — _____ ._ . <br /> PER S. DTL #I I PER � �+��� � ` I � � c ACE � � � � � � 1� �` � � � �+���� � ,� <br /> � � P 6x10�# I �C, � ,_ „ 3s�-�„ I � I �j`:�rsXio� #� ` <br /> ► u i u F� u 38 7 � <br /> F N BM- 2�� F�1V BM-0 ��� `°� <br /> 7- 6-2 �-6 � � [ i�• — � � �``� I i3�-io ��2�� � � �I � �� � ,� '� <br /> � WINDOW I '-6" DOOR I '-6" WINDOW ��� �3�-�0 ���� ���;���� „ „ �� �` ���.:������� , „ � Foun ation ote � Fr min � <br /> � � � � �� • � 24 �x 4 MIN. � O �-1 1 V S. a. g <br /> �,,� 24 �x 2 MIN�.�� � — � � — — — '� � � �` e�pNC FT � <br /> Z01� � �_ � � `�.. � � � '�. � <br /> 42' �, � PER S. L #I I � 0 � � � , ``..�..--.....�.�„_,_�._.��_._.�. .�.. .�... __. ._.._. ...�... ..� � � � PER S. DT #I 1 42' �` � 1. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION IN THE FIELD. � <br /> \ ( \ ��� � �� `� ---- --- — — -- --- — -._ _ .� ____ � � � I "�" IF ANY QLIESTIONS SHOLILD ARISE, CALL CREATIVE COMFORT <br /> ____ _ _ __ _ _ ____ __ � 5 � I� � Qp ,� I 8 I) ��� BEFORE PROCEEDING OR THE RESPONSIBIL.ITY OF THE DECISION IS � <br /> 0 � � � � � � --- -O � � 0 � � � ( �� �-.2.f 14'-9" �'�` 21'-3° �_�,� 2' I 3 5 � � � . � 2S ALL YOIIRS INCLLIDE ALL COST. <br /> . a � . , , o , .:.. . ,, .. � �. �0 � <br /> --- ------ -- ---- -- ------- - --- -- - - ------ 1 � a ( I PT BM ��� P�' PT BM PT BM • � ��, 2. ALL CONSTRl1CTION AND DESIGN SPECIFICATIONS PER 2012 ProjectSite: <br /> '�_ � <br /> � �d,�� . � � � � � —— — . <br /> � • <br /> E �� ___. � �P 3- _ I.R.C.. st Ave. <br /> . . - <br /> � � . � . , <br /> , � . � . . �< � �, .. � _ .� �-. <br /> . .� <br /> � � � � �� <-s � � � ;�.. <br /> { ` � 3'-45/8" -- - - -- --- ----- ------- -- �—�- --�-- -- 4 � ea ur <br /> � �. . � � . �. s -�-` ,-a- - <br /> _.. -< . <br /> -;, > - � _ ;��; . �= ° � <br /> A ;. _ . ,. , , r V ..�a_ � Everett WA <br /> ` � �., ,� I z s 3 � —I p � 4 5 ��2 �`' rv� " `�` _.,,� 3. AL� SILL PlATES SHALL BE 2x10 RIPPED PRESSURED TREATED � <br /> 2x6 MUDSILL �g� � Q �' Q,`'� � � �4 i FILL 3-g A-2.! FILL ( "'�`-- .� � ��� � -�-... WOOD TO WIDTH OF STEM WALL WITH I/�" DIA. ANCHOR BOLT <br /> e W/A.B. PER � � � • I -- --- ----J ? � Q���,P�' WITH A MINIMLIM DEPTH OF 7" EMBEDMENT. SECOND SILL Building Department: <br /> ti� <br /> � ,..� ,� � �_ ��. __ � �� __ � __ � • <br /> � � � � CIIT � � �C � PLATE TO MATCH THE WIDTH OF THE BASE SILL PLATE. ANCHOR City of Everett <br /> .� ,�...-; <br /> STRUCTURAL �Q'� °�� /`�� ———���—— �_ _ — 0� � BOLT TO BE PLACED PER STRLICTURAL ENGINEERS REPORT. <br /> ENGR. DETAIL, TYP � °� ���,0�° p-� �� � '� �4'-4 I/2" 6,_�° �ur 5'-5 1�2" �� �,. 3 � ��.���� � � ANCHOR BOLT TO BE PLACED AT A MINIMLIM OF I�" FROM THE Building Code: <br /> � CRAWLSPACE �, �. � �� ^,,� � � � � � � � � I • �{- .,.� � L� �.., END OF EACH SILL PLATE AND FROM EACH CORNER. ANCHOR I.R.C. 2012 <br /> � �p ��x*1 5 � � I� eq � �FILL �s �,.. �- „� � � I �,' I '`- ,., �-�, �� .� � BOLT TD BE CENTERED IN THE 2x6 TREATED PLATE. Ll. N. 0. <br /> -�-_.� ��.�� ; l �i � , ,� <br /> �"` . I. �cur I .I . ..� . .. <br /> ` ` � SLAB � '` 4. ALL WODD IN CONTACT WITH CONCRETE, MASONRY, EXPOSED N <br /> a. <br /> , °,J <br /> ` � 2 ON �� � 5'-S" \'"'�,,� �4"�4 "M I N. T O T H E E A R T H A N D E X P O S E D T O T H E W E A T H E R S H A L� B E NW N� <br /> € 24"Ql 4 "MIN. � � ✓'`� 91/2" � <br /> ` —————— ——— —= — —— —————— — — J � ``CONC f�� PRESSIIRE TREATED OR TREATED WITH APPROVED CHEM►CALS OR <br /> � CONC FTG s� �,,. -�— � � � ��P �S. DT �I i PROTECTED WITH APPROVED MATERIAL PER I.R.C.. W E <br /> I 4'-1 I/2' PER S. DTL #�� ' ,f` � ; ,,, <br /> -.._.. � <br /> �. '� -,� ' <br /> �� Foundation Plan: Structural � Framing � � � �,,,''� �e'`� �' �'` � � `'`` ( �� � 5. ALL POST SHAL� BE PRESSLIRED TREATED OR TREATED PER I.R.C. sW 5� <br /> j , � 4'_g° �� �I § �" ,.. '` �_ �� 38 8 I/16" q�_��� �� • , -�. � ALL POST CLITS, DRILLED HOLES AND MODIFICATIONS TO POST S <br /> 38 8 1/16 4ro. 14'-3 `! I/16" `�- -�... TO BE TREATED AS SPECIFIED PER I.R.C.. <br /> ' ' I '6 � � � � Pro'ect Com ass <br /> - , '`�.. � �� � _ f� `,r- `"� � � � � �` . . �� � � `�=� --- <br /> _� <br /> � �� ' `"� � 6. ALL SPECIFIED POSITIVE CONNECTORS AND FASTENERS IN THIS � p <br /> __�w <br /> �• �.. . �r. � �.a <br /> � , _.� , . <br /> � ��. � ,.�. , q �� �� .. � :� , , , , � � . .—�-____-. _` __._...� '�f �� <br /> .. 4;� .,_ <br /> � ,.-- �a � � � a � �3 e OJECT IS SIMPSON STRONG TIE PRODLICT SLIBS7ITLITION <br /> �-�� _ �x � � '.,. � � . . . ,,,-. . . . . . . .DS-�A1N L!#�4 t . . . . . . . o,� .�, �` _�,�-�� PR Designer: Vernon <br /> PT EX I 4 DF#� F N BM O I MLIST BE APPROVED BY THE STRUCTURAL ENGINEER OR CREATIVE <br /> � m � � � � � � -- ---- - '`- --- --- - -- --- - — ------ --- J �'' E '� July�9 �015 <br /> �.W� .�� °� �-fi-- -_ _ ___ __— __ _ —__ —__� ���� �� .�� �```� �� ,�.�- � -~-�-�.. � �,r- - ,_ „ � � `,.. � ,� `�. coMFORr. � <br /> � � 5 ��� 5 <br /> �� x� �— — — — — — — — — — — — —��` % \ � �`" Q� . . �,, :--. . . � . . `' . , —�TG •DR�kFAd LI � 6 Qp P �',,� Q P� '� � Client: <br /> � ` a � �u� � ° ` �'' ��' ,�.- �' "� � .r-�- �"`� � j�t���` � �C�' �� ~`�, �k � 7. PROVIDE TEMPORARY BRACING AS REQUIRED LINTIL ALL <br /> `� �� u �� ��,�.� --.b.- I �, p�. � --�-' p�c J�` `-�-` 4F ��` ,�, `, � p�c �` �� �. Naranjo <br /> 24 � x 4� MIN. 24 �`�` ----~' � �Q� �p� i/' � �,.._.. �Q� �0� � Q� �Q� ,,,� e,e4 E �Q� �p PERMANENT POSITIVE CONNECTIONS HAVE BEEN INSTALLED PER January 5, �016 <br /> � CONC FTG ? C �� �o+ �� ✓ �+ ��o � 0 � ��. �� MANLIFACTURES SPECIFICATIONS AND STIFFENERS HAVE BEEN <br /> I � (,� �,�'" � -�"' � (,� (,Q' `�, `a� `�` (,� INSTALLED. <br /> � � � �, Drafter: Vemon <br /> � PER S. DT L #I I PE i° ��� �,/ PT I 4 DF#,�'fDN BM-01 --�`�T PT 6x I 4 DF#2 FDN BM-0 I � ���- � PT 6x 14 DF#2 F N BM'01 �`-"� � .�.,, <br /> �`"�`� �, �°' � � — -� — � — —�`— ` ,�1�"�� e 8. ALL NAILING SHALL BE IN COMPLIANCE WITH THE �012 I.R.C. lune I 5, �016 <br /> � c k, _ — � W` .; — — — — — <br /> i — ` — <br /> °� � �������� � ���� � ��� �`�, � �`° _°�. �"`�� TABLE 2304.9.I, NAILING SCHEDIILE � <br /> � � � � <br /> � 6�� <br /> �`�=`� °°�,� '� 24"��x 42°MIN. '`J � �"� 24"�x 42" � '� �4"0 x 42"MIN. `�,,� `� �" 24"QJ x 42"Mlld,� � Design Issued <br /> WINDOW 5�-I I �� � .._.��BPd�C FTG ,.� �,-''� CONC FTG �`� -- �— M — CONC FTG �q� q �e, �, CONC FTG `� 9. REFER TO STRUCTURAL SHEETS AND REPORT FOR ADDITIONAL July 30 20I 5 <br /> ��� PER S. DTL #I�✓ e PER S. DTL #I I � � PER S. DTL #9�(� '`° ��� r. PER S. DTL #I I INFORMATIONS AND DETAILS. � <br /> � I 6'-I 1,3%8" f 6'-0 1 I/16° \ 16'-I I 5/�' Bid Release <br /> /`��`°� ,e �� `�� �u►y 3 i, �o►5 <br /> - - - --- -- - - - � �,� `'f' 36' � 7� `•.� <br /> — ——— — —— ——— — — <br /> � O � 0 O � � l '� ,,r' �' � 50' �, � °`�� ���� � � Construction Issue <br /> 0 � �,.e, .e ✓, �".. <br /> — — — ————— — — —— ———— - <br /> � � `" � � � �-�� � � � �`'� s `�,, Revision - I <br /> � <br /> I � ; '` �`"�_.� s,,--- °�`" `,� <br /> � � I � �..�' � � �� � � � ��,,'�'�`''� Res�'l��r �� �i�������T�en <br /> � 2x6 MUDSILL � I � <br /> W/A.B. PER � I ; �,�` ,. �., Project Number <br /> � � 11515 <br /> � srRucrua�►i � � � % '� �� � �`�, � � <br /> ENGR. DETAIL, TYP I � i � ���� �� <br /> � �., All Rights Reserved. <br /> � I � � flll contents within this sheet is <br /> I � 1 �,, <br /> � 0 2' 4' � $' the sole properry of Creative <br /> I � PT 6x I 0 D #� /� � ``� Comfort.Reproduction by any <br /> � means either in whole or in <br /> I � FDN BM-0 ����"�� J � � part requires written permission <br /> I � �HI 1 � � Seale: ��4�� _ ��-��� by Creauve Comfort. <br /> I -I--- - - - - � �./ � � • • • <br /> I � �-�-��� �.e �' <br /> ; ' 3 �4 -- -------�� �`'�,,� Sheet Number <br /> I <br /> �� Foundation Plan: Structural � Framing �� Foundation Plan: Structural � Framing Scale: l/4�� .�-2. 1 <br />