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<br /> DO NOT INSTALL 4x BEAMS Architectural Notes C�E.�T►VE
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<br /> 2x6 DOLIBLE PLATE � � � A-I 0. i ��---�' -�� ;" ����`�-
<br /> E OMFOR.�T
<br /> I. VERIFY ALL DIMENSIONS AND MATERIAL CONDITIONS IN THE FIELD.
<br /> � � 2. DIMENSIONS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. Precision F� Grace
<br /> �x6 TOP PLATE ----- - � - - - - � - - � ���� �..._.�
<br /> v�" `�� " ``' � 3. SHOULD ANY QUESTIONS ARISE CALL CREATIVE COMFORT BEFORE
<br /> r��� � � ���� �'�-�k ' ����€` �>�,� ,;� ;;��b�� �` � �� 2508 Audubon Park Dr SE
<br /> --- ---- � � - - �----�- �� PROCEEDING OR THE RESPONSIBILITY OF THE DECISION IS ALL YOURS.
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<br /> � � ���.�� _. �� �_�, _�__ �, �� ��_ Sammamish, WA 98075
<br /> � � � I i ; 4. REFER TO A-3.1 FOR ADDITIONAL FRAMING INFORMATION.
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<br /> i 206-619-3995
<br /> 5'-0 9/1 ° ��� _5 ���\ . , / . � ± 5. REFER TO THE GENERAL NOTE SHEETS AT THE FRONT OF THE SET FOR 2eclecric7 ail.com
<br /> � I ADDITIONAL INFORMATION. @g"'
<br /> 1 '-10 3/16" I3" 50' � Skype:eclecticseven
<br /> � \ / 6. REFER TO THE STRUCTURAL ENGINEER'S SHEETS FOR ALL LATERAL
<br /> ' 36' 7' AND STRUCTURAL INFORMATION.
<br /> �x6 KING STLID
<br /> � 3' �' DCCIC �n-� � 5�8�� �� DeCIC I 6'-0 I I/I 6" I 6'-I 1 5/8" 7. REFER 70 GENERAL NO7E SHEETS FOR ALL ENERGY, VENTILATION AND
<br /> � ; � I ►NDOOR AIR QUALITY.
<br /> f� � ,�� � � � � S. RETURN AIR CHASE DIMENSIONS 70 BE VERIFIED WITH MECHANICAL �
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<br /> 4�9„ I o � p � I 16'-6 3/16" 16'-6 1/8" 9. ATTIC ACCESS PER I.R.C.
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<br /> � ^�� � = I �x I0. REFER TO SHEET E-1.I FOR FAN SCHEDULE.
<br /> m.,.. I �0'-10 3/ 6" � �� I
<br /> (�) 2X HEADER ��� �� - • - - - - - - . - ��'-�j`$" - - • - - ^ s,.; I I. G.W.B.CORNER TO BE 90°.
<br /> PER PLAN ---- � �� �
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<br /> �x6 PLATE �� �"� 36' / I 13. GROUPED WINDOWS TO BE MULLED TOGETHER AS ONE UNIT. � �
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<br /> � PER OPENINGS LESS THAN 4', U.N.O. 3040 3040 � A �6 0 60 0 �s o . � I � � �
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<br /> ` � /\ ' � 14'-3 I I/16" �
<br /> `��� � � o � ° ° p � � � �_� � i. 1. VERIFY ALL DIMENSIONS AND CONSTRUCTIDN CONDITION IN THE X
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<br /> I '-3 I I/16" � � . 0 3 0 � 7 FIELD. � -
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<br /> DO NOT INSTALL 4x BEAMS � rA` � I � , _ � I 1�3-10 �/2 �. MEASUREMENTS ARE FROM FRAMING SURFACE TO FRAMING SURFACE. � O �
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<br /> 2x6 DOUBLE PLA7E � � 3. YOU ARE RESPONSIBLE TO READ ALL NOTES AND ALL SIGNIFICANT � .�
<br /> ( I 5 I � I ;: INFORMATION AND ALL PRODUCT SPECIFICATIONS BEFORE ►� � y
<br /> I � h n � 8 9/16' 2'-I I/4° " � PROCEEDING WITH 7HE PROJECT. �
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<br /> � 2x6 TOP PLATE ,--,.�', '3 �� '/2 � �3-�� ��2 �� �� 3'-7" 4. IF ANY QUESTIONS SHOULD ARISE CALL THE OFFICE BEFORE � • �
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<br /> I 3'-10 I/2' �'w%" " � � ___ ,: PROCEEDING OR THE RESPONSIBILITY OF THE DEGSION IS ALL YOURS. �
<br /> ` x�/�� I I 5. REFER TO THE ALL GENERAL NOTE SHEETS AND ALL STRUCTURAL NOTES
<br /> 42� I I 6 �� � I I � ��-9�� ' 42� FOR FOR ALL INFORMA710N. THESES NOTES LISTED BELOW ARE
<br /> � 4�-� ��� I I DIRECTLY RELA7E TO ARCHITECTURAI ►TEMS OF THIS SHEfT. SEE
<br /> I ( L ft I 8'-5 I/�" I 5'_�p�� I 6'-8 I 2" I5' � Right � ( I FRAMING NOTES AND GENERAL NOTES FOR FRAMING INFORMATION.
<br /> I '; I S E' ( I � I �t� � ���6�� SICI E �g 6. PLATE HEIGHT SHALL BE 9'-6", +/- UNLESS NOTED OTHER WISE. FIELD
<br /> ;KK 3 6 I/4 E E I I I VERIFY.
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<br /> �,,�2x6 KING STUD '' � � �� ' � � � � � �� � �- � �' � � ��� ` - � 7. ALL EXTERIOR DOOR HEADERS SHALL BE (2 2x12 HF#2, MF HDR-01. �
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<br /> ✓ ��` 3'-4 5/S" �/ �,,, ` ,, � i� �, ��_�p�� f ' ' BOTTOM FLUSH AT 7'-2", UNLESS NOTED OTHERWISE. VERIFY WITH
<br /> � � �' . ' 2060 � �� ,, DOOR MANUFACTLIRER BEFORE FRAMING. VERIFY WITH EXTERIOR
<br />� � 28 � I 3'-6 I/4" T � � � `' ��'-��f�" ' N � o S HNG 3 4 ��� `"� I � I ELEVATIONS. SEE THE DOOR SCHEDULE FOR ADDITIONAL
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<br /> � ��� � I M POWC�@I' H II p \ I-6 I/� I { INFORMATION.
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<br /> / 14, � ���„ 8. WINDOW HEADERS SHALL BE (2) 2x12 HF#2, MF HDR-02. BOnOM
<br /> E I FLUSH AT 8'-0", UNLESS NOTED OTHERWISE. VERIFY WITH WINDOW
<br /> � I 3'-4 I/4" � Z D� �� • � CA � I ? � :� MANUFACTURER BEFORE FRAMING. VERIFY WITH EXTERIOR Project Site:
<br /> IN ? p 4_5 I 21080 5,3 ���„ ELEVATIONS. SEE THE WINDOW SCHEDULE FOR ADDITIONAL 45 I 8 Seahurst Ave.
<br /> , � INFORMATION. Everett, WA
<br /> (2) 2X HEADER s ;p � unu�rv R.A. � 6-6 � t�
<br /> o c� I CH SE CHASE Office ^+ = 9. ALL CONNECTORS AND FASTENERS FOR WOOD CONSTRUCTION SHALL
<br /> PER PLAN �-� � _ � a <„ Buildin De artment:
<br /> I I0'-7 1/4" � '�'� � \ '� ` � ��,9„ BE SIMPSON OR EQLIAL, ALL SPECIFIED CONNECTORS AND FASTENERS g p
<br /> I �JN � I'-6" � t� I MUST BE INSTALLED PER MANUFACTLIRER'S SPECIFICATIONS. City of Everett
<br /> (2) 2x6 TRIMMER 14'-1 I/�' � � ,
<br /> 2x6 PLATE I 7�3 Laun f'� � , „ , � � ? 5,5 � �„ 10. DO NOT OVER DRIVE THE NAILS OR STAPLES INTO THE FLOORS SUB Building Code:
<br /> � � I .�,�. 6-� 1/ p 4 0 I/2 � � I FLOORIN6, WALL SHEATHING, ROOF SHEATHING, AND ANY FRAMING
<br /> I Pant � � � � ' � � i.R.c. �oi�
<br /> MATERIALS. DO NOT OVER CUT OR OVER NOTCH ANY OF THE
<br /> 2 1/2" RIG►D INSUL. -� 1 '3 1 1/16" � � W � � �;� ' ��,� F,f; ;" �_ � �; ` - � � 14'-3 I I/16" FRAMING MEMBER OR THE SHEATHING.
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<br /> 7� I � 6-5 I/2 5-6 I/ `� 3-5 �/2 7-2 �o �/� 6-5 1/2 � I 3 7� CLASSIFICATION AREA S
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<br /> i - .. - ', � I / 12' 2'-0 I/2' 10'-7 1/2" i I'-4" A \ I I -... , RESIDENCE: Project Compass
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<br /> � Wall Legend I � ; ,
<br /> � � LOWER FLOOR R 3 I,008 Sq Ft
<br /> � . � � F�.:; ��x��s�� ��� ,. ����w� t��� Front Porch �9��� �
<br /> � � � � � � ������� ����� � �� �a'� '� ��° MAIN FLOOR R-3 I,008 Sq Ft g
<br /> � ��`�� �� Desi ner: Vernon
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<br /> �, �%���� � ���„��. , , IIPPER FLOOR R-3 981 Sq Ft 9� �
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<br /> � � : , , �r:,.,..:�� 2 9 Sq F Client:
<br /> FULL HEIGHT EXTERIOR WALI � - ��: - - � - - • - - � - - � -�f`,`-J . - - - - � - - � - - • �� - - - - - � - - MAIN FLOOR
<br /> Naranjo
<br /> FRONT PORCH R-3 350 S Ft 2016
<br /> I 6'-I I 5/8" I 6'-0 I►/I 6" I 6'-1 I 5/S" LEFT SIDE PORCH R-3 I 96 Sq Ft January 5,
<br /> CHANGE IN WALI HEIGHT
<br /> 7' 36' 7� RIGHT SIDE PORCH R-3 I 96 Sq Ft Drafter: Vernon
<br /> � BACK PORCH R-3 23 I Sq Ft June 15, 2016
<br /> 0 2' 4' 8'
<br /> - COVERED DECK R-3 354 Sq Ft Design Issued
<br /> INTERIOR BEARING WALL 5 '
<br /> � NON BEARIN6 WALL ����• � � � DECK R-3 2�9 Sq Ft July 30, 2015
<br /> , ��-�=.� Scale: I/4" = I'-0" Bid Release
<br /> CONCENTRATED LOAD SYMBOL `-=f` �`.� � `� ��„/� { � �,� LF DECK R-3 479 Sq Ft y
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<br /> Jul 31, 2015
<br /> , DBL STUD
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<br /> Construction Issue
<br /> �__ �
<br /> � I Main Floor Plan: Architectural � Framing Scale: i�4°
<br /> Wall T�r�e: Wood Frame INTERIOR SOUND Revision - I
<br /> ����+ 1. S0l1ND WALL:STC 44-45 �
<br /> �r I. SIDING 1. PLUMBING WALL
<br /> �. 7/f 6°SHEATHING L TAG DESCRIPTION SYMBOL � ���.,G W g �. (2)5/8"G.W.B. ReSerVe fOr t11e BullCjlrig Departrilerit
<br /> B , F TAG DESCRIPTION SYMBOL I
<br /> EXTERIOR 3. 2X6 AT 16"O.C. � 3. 2x6 A7 I 6"O.C.
<br /> 3. �X6 PIATE Pro ect Number
<br /> 4. 7/f 6"SHEATHING � ":- I. NON-BEARING WALL 4. 1/2"G.W.B. '?� 4. 2x4 AT 24"O.C.STAGGERED �
<br /> TAG DESCRIPTION SYMBOL 5. 1/2"G.W.B. ' ' D 2. I/2"G.W.B. 5. WEIGHT: 17 P.L.F I. SOUND WALL•STC 34-39 5. SOUND BATT INSULATION 1 1 5 1 5
<br /> � � 2. 1/2"G.W.B. 6. (2)5/8"G.W.B. �
<br /> 6. WEIGHT: 14 P.LF. = 3. 2X4 AT 24"O.C. 3. 2X6 AT�4"O.C. 7. WEIGHT: 13 P.LF
<br /> 4. I/2"G.W.B. All Ri hts Reserved.
<br /> 1. SIDING
<br /> � �� 4. R-2 I FACELESS BATT 1NSUL.
<br /> 5. WEIGH7:5P.L.F. 5. I/2"G.W.B. g
<br /> 2. 7/16"SHEATHING the sole ro er of Creadve
<br /> A �' 6. WEIGHT:8 P.L.F. �lll contents within this sheet is
<br /> 3. 2X6 AT 16"O.C. "�"
<br /> 4. I/�"G.W.B. l. SIDING r p p n'
<br /> 5. WEIGHT: 12 P.LF. � �• 7/16"SHEATHING ;;, �� ComFort.Reproduction by any
<br /> 3. (2)2X6 AT 16"O.0 ` means either in whole or in
<br /> ��� �,„ part requires written permission
<br /> 4. I/2" 1 I/2"G.W.B. 1. BEARING WALL 1. SOUND WALL:STC 46-47 b Creadve ComFort.
<br /> "�' 5. WEIGHT; I 5 P.S.L. � 2. 1/2"G.W.B. �. 5/8"G.W.B. y• • •
<br /> 3. 2X4 AT 16"O.C. � 3. 1X6 PLATE
<br /> -�M 4' ��� G'W'B' 4. 2x4 AT�4"O.C.STA6GERED Sheet Number
<br /> 5. WEIGHT:5 P.L.F. 5. SOLIND BATT INSULATION
<br /> PLAU LOAD 6. 5/8"G.W.B.
<br /> 7. WEIGHL• 11 P.L.F ° A_�.�
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