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<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
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<br /> 7�_ �� � � �� 2. ALL CONSTRUCTION AND DESIGN SPECIFICATIONS PER 2012 2508 Audubon Park Dr SE
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<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
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<br /> I � 0 � � 0 � PT DK BM � �� � PT DK'8 V \ ^ , Y_T � � ` f t �� BELOW THE FINISH GRADE PER THE I.R.C...
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<br /> ' ° r ---- � � 24"Ql x 42"MIN. �=� �4"�x 42"MIN. =°'� 24"Ql x 42"MIN. '�
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<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 `� � �
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<br /> � � ENGR. DETAIL, nP � `\. ,6�-„ 5is� � ►6�-0 ��i�6° � �s'-I I 5/8�� � � �� `- Foundation Notes: Concrete �
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<br /> �,�-�` I � � �� `� � 4 � I. VERIFY ALL WRITTEN DIMENSIONS AND CONDITION W THE FIELD. Qi
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<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. � � � �
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<br /> � ~-~'`� � � � � � ��,�' �' ���� ���/ �--' 3. ALL REINFORCED BAR SHALL BE GRADE 40 WITH MINIMUM LAP. �
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<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 �
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<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.. � _
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<br /> \��.�i �/ u �� — — — — — — �� � ��/ " I '-3 11/16�' \ 0�� F' 2' � � � � I'-4" � � E � �c,'� � INFORMATION. �
<br /> � 24Q1x42MIN. � 24 � �.Q � �, � I I . 0, � Q ��'
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<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.
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<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:
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<br /> � � � � CIIT � � �C � PLATE TO MATCH THE WIDTH OF THE BASE SILL PLATE. ANCHOR City of Everett
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<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
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<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..
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<br /> �.W� .�� °� �-fi-- -_ _ ___ __— __ _ —__ —__� ���� �� .�� �```� �� ,�.�- � -~-�-�.. � �,r- - ,_ „ � � `,.. � ,� `�. coMFORr. �
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<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
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<br /> �`"�`� �, �°' � � — -� — � — —�`— ` ,�1�"�� e 8. ALL NAILING SHALL BE IN COMPLIANCE WITH THE �012 I.R.C. lune I 5, �016
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<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. �
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<br /> W/A.B. PER � I ; �,�` ,. �., Project Number
<br /> � � 11515
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<br /> ENGR. DETAIL, TYP I � i � ���� ��
<br /> � �., All Rights Reserved.
<br /> � I � � flll contents within this sheet is
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<br /> � 0 2' 4' � $' the sole properry of Creative
<br /> I � PT 6x I 0 D #� /� � ``� Comfort.Reproduction by any
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<br /> I � FDN BM-0 ����"�� J � � part requires written permission
<br /> I � �HI 1 � � Seale: ��4�� _ ��-��� by Creauve Comfort.
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