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_ � � � �;��'�% :��VE �
<br /> �. i�..�
<br /> � ( 0 Framing No te s � � ������� �' �
<br /> ��� C%oMFa�z T� �-
<br /> i �.�/ � � 1. VERIFY ALL WRITTEN DlMENSIONS. PYecision �' Grace
<br /> � 2. IF ANY QUEST►ONS SHOLILD ARISE, CALL 7HE OFFICE BEFORE 66►9 I 32ND AVE NE
<br /> . � PROCEEDING O�i TNE RESPONSI[ifLITY OF THE DECtSION IS ALL PMB 242
<br /> I �1 I O ( I YOURS. KIRKLAND, WA 98033
<br /> I `\� i � • 3. REFER TO i"HE I.R.C. PRIOR TO ANY INSTALLATION OF FRAMING 2oG-619-3995
<br /> I ( ' MEM6ER OR ANY DRlLLING, AND Cl1TTING AT ANY LOCATION. 2eclectic7@gmaiLcom
<br /> � � BEAMS SHALL NOT BE DRILLED. YOUR SHALL BE RESPONSIBLE Skype:eciccticseven
<br /> FOR ANY AND ALL DAMAGES TO ANY OF 7HE FRAMING, TO
<br /> I 12 �� ( INCLUDE TOTAL REPLACEMEN7 COS7. THIS APPLIES TO Al.L �
<br /> I � 5 1/2 � � 5 I/� ' TRADES PERSONAL.
<br /> � ��-3 �/'��� I ( 4. THE LAST PEPSON TO MODIFY ANY MEMBER OF THE STRUCTl1RE
<br /> I I � I ��-3 �/`��� WILL BECOME THE RESPONSfBLE PERSON FOR THE ENTIRE �
<br /> SUBFLR G-� � 3/g . 2 3/8 p PLATE STRUCTURE.
<br /> � „ f 2 I 2 �� � �
<br /> 6 1/4 I 6 �/� �. ALL FRAMING MEMEERS TO BE INSTALLED SQUARE, PLIiM[i AND � �
<br /> ' � P AT . FRONT ELEV. _ _ _ = = � � = Y = _ = ^ - -_ ` _ � _ � - _ = � � = = i = � _ _ � � - - PLATE FR NT ELEV. TIGHT WITH A TOLERANCE OF I/64". � .
<br /> I I � 6. ALI. CONNECTORS AND FASTENERS FOR WDOD C4NSTRUCTION �J
<br /> SHALL QE SfMPSON OR EQUAL, ALL SPECtFIED CONNECTORS AND �
<br /> � I FASTENERS MUST BE►NSTALLED PER MANUFACTIIRE'S � �
<br /> SPECIFICATIONS. p�1
<br /> S'-1 I/2�� � 8'-I 1/2" ��
<br /> N Master Bedroom N L1unc�ry � Su Roorn EXISTING 7. ALL NAItING AND FASTENING SHALL BE IN COMPlIAIVCE WtTH
<br /> - - _ - _ - _ _ - - D 17' THE 2012 S.R.C.. TABLE 603.2 (I), FASTEN SCHEDULE. � � _
<br /> 0 I � o
<br /> - - - - - - - - - -
<br /> S. REFER TO FLOOR PLAN SHEET SERIES A-3.1 AND A-5.1 FOR r� .�.�
<br /> �O�� SUBFLR SUB LR 'O�� ADDITIONAL FRAMtNG INFORMATION. �� � ��
<br /> PLATE i PLA 9. DO NOT OVER DRIVE NAILS OR STAPLES OR SECLI�E INTO THE � � � � �
<br /> FRAMING MEMaERS OR THE SHEATHING. SEE NOTE NL1Mf3ER 4. � • -
<br /> � � �
<br /> '-3 7/16" g � I ' 10. DO NOT OVER CUTANY OF THE FRAMING MEMBER OR ELFMENT. v
<br /> � ,� `-•� N Unfnished Basement B� . c�
<br /> 6-3 - E.�. . � n g�� 2 6, 3„ OVER CUTTING IS MODIFYING THE STRUCTClRAL MEM6ER. SEE �\ '
<br /> � - \,:/ NOTE NUM[iER 4. � r�
<br /> I I I I I-. I I I-I I 1= �
<br /> O �I I I- -I I 1==; � 1 � --- '_ 7'-6" ' � �
<br /> 'I I I-)I I-�I�= i F I �I I '' F� - - I 1. PLATE HEIGHT VERY IN HEIGHT, REFER TO FLOOR PLANS, • p� m
<br /> ��� .A. =1 I 1=1(I I I I� EXTERIDR ELEVATION, AND Bl11LDiNG SECTION. UNLESS NOTED • � � x
<br /> �III- II-111=i -
<br /> T.D.S. �I I I� (I�=�I�- �:�: "' � j S-3.1 I . j 5-3.1 ;.; '�I I I��I I I���I I(�;' T. . . O T H E R W I S E. V E R I F Y W I T H T H E E X T E R I O R E l E V A T t O N S. � � �
<br /> •,
<br /> II IIIIIIIil14i ,-,.. - -- _ �III�_ . . �2
<br /> � �
<br /> :�,. � I r :� � �
<br /> � .
<br /> � - - •
<br /> I I I r�S ALL DOOR HEADERS PfR FLOOR PLAN. � v
<br /> � ,. ill=l I I . . . : :..... . .......�. ., . ....•..,,•.• :. �. . .: � . • <.:. ..,. .,:.:. ::... • .. ,� •�•.• . ...• . .� . . .�,: • .. . s ,. •..� .� .. ., .;:.. •..,:.�.. •.� ,�. ...�.. .: ....>. . . .•.:•..., , . :.`� - . �
<br /> Q �I I I�: .,�����.•,_ _= =-__�;�-_____�-_ __,�__�-�_� - - - - - -.;.�..�•:�.r ' �' , I I=`I 12.i. VERIFY W1TH DOOR MANUFACTURER SPECtFICATIONS �� N
<br /> •I I I-I I I- � r�•�:��.••��. 1= .--1 I 1=1 I"_I I I�I I 1-1 I 1=I I 1=1 I{'I I 1=1 I i-1 I I_�I I�i I 1=I I 1=1 I!=I I 1=1 I I�I I 1=1 I 1=1 I i-1 I I=I I i�l I 1=1 I 1=1 I l=1 I I-1a I-I I =I I 1=1 I I-1 I 1=1 I IYI I 1=1 I 1=1 I I-, I I�;..�`:�;;.�,,�. -�f� _I V' QEFo�E FR�MING.
<br /> �I I I--1 I -_ - - - I I I-I I I-I I I-1 I I-1 I I-1 I 1-1 I 1`I I I-1 I 1-1 I I�I I I-1 I I-1 I I-f I I�f I i�l I I-1 I 1=1 I 1=1 I I-1 I 1-1 I I_-1 I 1=1 I I-1 I I-1 I i-1 I Ivl I I-1 I I�I I I�I I I-1 I I-1 I I-1 I I-1 I I�I� -1 I _ _ - -1 I � ADDITION
<br /> ` ��- �- �- ��- --� + �� 12.2. VERIFY WITH EXTERIOR ELEVATIONS. i
<br /> �=1 I I-1 I I- ► �= i= = I 1 I I-1 I� I I I�I I I-1 I I-1 I I-1 I 1=1 I I-1 I 1=1 I I�I i I-1 I I-1 I l-1 I I-1 I 1= _ ,! ; I i I-(I 1=1 I I-1 I I�I I I-1 I I�I I I=1 I I-1 I =1 I I=1 I f-1 I I-1 I I�{I I-1 I 1=1 I 1= I I I_I I I�I I I I 1=1 I I� I -3
<br /> '-,,I I I=I 1- .I I 1=1 I I-I I 1=I I I=1 I I�. I 1=I I 1=1 I I-1 I 1-1 I I-1 I I�I I 1.=1 I 1=I I I�I 1 I�I I I�I I 1=1 I I=I I�--�._'.' '��i��l�l=1 I 1=1 I l�l I 1=I I I=I I 1=I I 1=1 I 1=1 I I.. I I 1=1 I I=I I 1=1 I I=I I IYI I 1=1 I I-i I-I I �����" � I I-1 I I; 12.3. SEE THE DDOR SCHEDIILE FOR ADDITIONAL INFORMATION.
<br /> ►,- ��_ _ - - - - - - - - - - - - - - - - - - - - =iT1=�f�-��-- --�=____-. = = = 1-IIl�
<br /> ` �_ I_��'I_' -' I-1 I 1=1_I I-1 I I-1 I I-1 I I�!i 1=1 I I-1 I I-1 I 1=1 I I-11 I-1 I I-1 I I-1 I I-1 I I-1 I i-1 I I�I I I-1 I I-11 i-1 I I`I I I-1 I I�I i 1=� I l I�I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1�'�I I i-1 I I-1 I I I l�� " ;
<br /> c���LLLI�III�LII�III�11L_11L�LL 111�I1L1L1=LL1�1LI�l1L=�i�,gLf-����LLL-�LL�LL J I_L 1lI 1LL�11-111 U_�Ill�l_Il 111=LLL1L=Ll1 1l1 1L(��1Q��1��'k��l1L_11I�Ll1�111J''" 0 2' 4' 8� I 3. ALC W►NDOW HEADERS PER FL00�PLAN.
<br /> 13.(. VERIFY WITH WINDOW MANUFACTURER SPECIFICATIONS �
<br /> 40'-I 1 I/2" BEFDRE FRAMING. • �
<br /> 13.2. VERIFY WITH EXTERIOR ELEVATIONS. r� \
<br /> SCALE: I/4" = i'-O" 13.3. SEE THE WINDOW SCHEDLILE FOR ADDITIONAL �
<br /> I A . �
<br /> 14. REFER TO STRUCTLlRAL ENGINFER FOR DFTAIL FOR LATERAL AND �
<br /> O �ufl��� Sec�ion A-/`►: Architectur�l Framin � ����d����n �� FRAMING CONSTRIICTiONS REQUIREMENTS. �
<br /> � � � ale: 4 .
<br /> � �'- 1 �/2" � Ro�f Construc�i�n
<br /> �
<br /> � �
<br /> I. COMPOSITION ROOFING, PER MANUFACTURES SPECtFICATIONS. Project Site:
<br /> � 2. #30 BUILDING PAPER. 6623 Highland Drive
<br /> � ��� 3. 7/16"SHEATHING� NAILING PER PIAN PER STRUCTURAL ENGR. Everett, WA 98203
<br /> 4. MFG TRLISSES PER ROOF FRAMING PLAN
<br /> 5. FLAT CEILWG:R-4 BATT NSULATION
<br /> 6. VAIILT CEILING. R-49 ATT lNSL1LATION Building Department:
<br /> 7. INSULATION I"A SEPARATlON FROM ROOF SHEATHING City of Everett
<br /> S. 5/8"G.W.B.
<br /> � � Building Code: .
<br /> , I.R.C. 2012 ,
<br /> (� � B �x�erior Wai� ��nstru��tion
<br /> 5' :
<br /> 1. SIDING PER ELEVATION -�,f,
<br /> 2. HOUSE WRAP ��' ��
<br /> 3. 7/16"SHEATHING PER P�AN, NAIl.WG PER ENGR.
<br /> ��� 4. 2x6 STUDS AT I6"O.C., U.N.O. J;f � �� ��
<br /> 7�_��� 5. R-2 I BATT tNSUlAT10N
<br /> .... . �" 6. HEADERS PER PLAN �
<br /> � ' ' � � � �j �' 7. I/2�,G.W.B. �r' c�
<br /> :•, <r�_
<br /> � Project Compass
<br /> - "����` � � �� ' . . . � Int�rior W�II Constructi�n
<br /> ���`�ll/�i`i��� �l :° . � ��� � . .. �
<br /> I I I I I I I (_�,� �``/'��� • °�.� •' ' • �° ' Desi ner: Vernon '
<br /> //`� ��i( J`\ a• ,a ° .' ' _ � 1. 1/2"G.W,B. g
<br /> I I I I I I I I I ///`� � t�� � , ' . _� March 24, ,2016
<br /> /// � ° " '' •' . ` 2. NON-BRG. 1X/AlL: �x4 AT 24"O.C,
<br /> ' - =�''��I!l.�`l�' ;,. - �°: �' � a -` / � 3. NON-BRG PLUMBING WALL: 2x6 AT 24"AT O.C. "
<br /> ��`/�� �/// , � /, z �. , ' . ,.�', .• - � � '�I I(�,� 3. [iRG WALL:2x� OR 2x6 WALLS AT I 6"O.C. Gient:
<br /> I I I I I I ��~=1`���=��`: . �� I ' '.��Y� � • , -I I I T(� Mr� Mrs Griffin
<br /> ''-I���- �/ . • .• : . '� •° • . � .' • ' ♦. • q • . . Q . � e •. • - - / 4. BEAMS�HEADERS PER PLAN �q
<br /> I I I I I ( I I ////�.._„� ///,,,, w ' ' a c a e.• • I ... . .�� .'.) C�• ' '' � •.a . d � ❑ IYIa �6� ��'6 �
<br /> ���/ '''-� �/ . - - - .. � . .//='� �� - � _ .( (� I I I-II I ��� 5. I/2 G.W.6. Y
<br /> �� �� ���/� ,. , . - - - - .. ' a \4.,.. : .�. •� � I -I I I-i( I- - f -! I I-I I% Drafter: Vernon
<br /> //.,�/ ��./i . . ' ,�:� � � r
<br /> = ���_; �����a. ` . I 1=1 I^ 1=1 I� , I I I ,; ,.�:.� `..: �.� . :.�.:. ,, '` `� '�' I I 1=1 I I--� I � � �: �� � � � I I I ��� I I I��` � Main �Ioor �on�tructic�� June 30, 2���
<br /> I � (�� . � � I-I I I-I I I-I i _� ��I I I-I I I-I I (� � 2 3 Design Issued
<br /> ( I I I /_///�///,!`` P 4 - - - I � � ; �
<br /> (,,�--" f. FLOOR FINISH PER PLAN � .
<br /> _ -��-1 -j���l . .. : E � �`._� � �_ � �_��-� � �=�'� � � , ( � �=� � �_� � �-��- (� � . y�-
<br /> May 27, 2016
<br /> �I I I I I I I I !�- ii/=`�' .�.� � �� � I -I I I-I I I-I I 1= I - �_ �-�--- I I=I I I-I I I=I I I=I I I=_I��� #4 TOE BAR, TYP 3/4 .S.B. F��
<br /> REV: 3
<br /> �I �l �1��l l l ' � . I I-I -I I I-I I (-) I I-I I I-I I I� I I- - ( -I - l.%" ��y a : 2 x 1 2 P E R S T R U C T U R A L P C Rev:2
<br /> _",`/.=" -t.�/ Q�° - - - - � ( I I I� ( ( I'I � . . � D�r�::�.21.1� D A T E: I 2.2 S.I 6 B i d R e l e a s e
<br /> -I I I I ( I I _.. � . _ : : �. - - � - 1-�, , . . . . . a . , I
<br /> , -,. / . . . - - - - - -I� - � � � .
<br /> I _ //���`�`./� . ��" ,�°,� � Q . . . . � I -I I I-) I I-I ( (-I I (-I ( I-�C I I�I I I Lt( I Il�.�I_I_��" � � d °° 4° Construction Issue
<br /> � � � � ( � ---!/��-- /% . .a4. .. _�1--�-I--�_-_I__I_�--1_��--�-��-=-�l-L=- ��____ 111_-i �, : . .. .. _ E L�wer �1o�r C�nstru�tion
<br /> i �. . a. _ � � . , � � h�ne 30, 2016
<br /> � ) � � � � - � p � I �, �. •
<br /> • a • , `°`"`• Q A
<br /> I� . . '° . • \ � •� � 1. " O AB Revision - 1
<br /> I `� ' �. . °•. ;, . ' , ��,,. ( "'°�' � d a. 2. 5-5 IGID INSULATION 6ETWEEN CONCRETE WALL AND CONCRETE SLA . September I, 2016
<br /> I ( I ( I � °� ¢°�a • a• � I ( . • 3. R-10 RIGID 1NSULATION �4"WIDE MIN.
<br /> � � a ' • ' ' �
<br /> � •. . a l �Zeserve for the Building Department
<br /> � -� � �� �� � #4 AT 12" O.C. a . POR BA RIER � � Project Number
<br /> ������-( � � � �� � � ( � � � ' • ' S. 4�� �
<br /> �
<br /> � �- �'�'� ���� � Q � °. � � �' 6. 6EARW6 SOIL 2 � � 1 �
<br /> ���-� � ) � � �) � ) � � � � � �� � � ,� ��� � �� a � � �
<br /> ����I �� ���� �,��� . � � .
<br /> ,� rlll Rights Reserved.
<br /> I ( I �I ( I I I I ��\ I ( � � . 111t contents witt�in ttiis sheet is :
<br /> '� � �� J�� � F F�undati�r� C�ns�r�ction
<br /> I � the sole propert��of Creative
<br /> I I ( I I I I � I I �I�'�_� �� Comfort.Reptoduction by any
<br /> �f � means eithex in whole or in
<br /> �l � t. �x6 MUD W/A.6. PER ENGR DETAIL part requires written permission
<br /> �� I I�( I I I I I I I I I I 2. FOUNDATION WALL WITH REBAR PER PLAN PER DETAIL. by Creat�ve Comfort.
<br /> ----- - ------ -
<br /> I
<br /> - 2.1. WALL THICKNESS: 8"
<br /> - Sea�e� �° 2.2. MAX. WALL HEIGHT: 5'-0"
<br /> 3. 30"x 12°FOOTINGS WITH REBAR TO BE PER PLAN Sheet 1Vumber
<br /> 4. FOUNDATION DRAINAGE PER SITE PLAN PER DETAIL
<br /> 2 Wall Section: ��`C��O�� � F�u��C7���� Scale: �4�� �3 �on�rete �t�irs: �rchitecrural � �ounda�ion s�a�e: ��2u 5. BEARING SO1L 1,500 P.S.F. PER I.R.C. ��,�� � .
<br /> �
<br />
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