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2603 E GRAND AVE 2018 Plans 2022-12-06
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2603 E GRAND AVE 2018 Plans 2022-12-06
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Last modified
12/6/2022 11:02:19 AM
Creation date
1/6/2020 9:20:08 AM
Metadata
Fields
Template:
Address Document
Street Name
E GRAND AVE
Street Number
2603
Permit
BW1809-007
Year
2018
Notes
SFR DETACHED REPAIR ROTTED BACK WALL REMOVE LOAD BEARING WALL
Address Document Type
Plans
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FLOOR PLAN NOTES: COFFMAN <br /> 1. FIELD VERIFY ALL DIMENSIONS. N G I N E E R S <br /> 2. FLOOR SYSTEM SHALL CONSIST OF 3/4"T&G SHEATHING(PANEL SPAN RATING 48/24). NAIL <br /> SHEATHING W/8d NAILS AT 6"OC EDGES AND 12"OC FIELD.GLUE SHEATHING AT ALL SUPPORTS � �O`I 2C1CI AV2., SUIt@ 4OO <br /> AND GLUE JOISTS TO SADDLES OF ALL HANGERS WITH ADHESIVE CONFORMING TO APA Seattle, WA 98101 <br /> SPECIFICATION AFG-01. <br /> ph 206.623.0717 <br /> 3. FLOOR JOISTS SHALL BE 2x8 HF#2 @ 24"OC,UON, faX 206.624.3775 <br /> 4. POSTS OR JAMB STUDS SUPPORTING BEAMS ABOVE SHALL BE(2)STUDS,UON. POSTS/STUDS- COffi'YlaII.COCTI <br /> SHALL BE CONTINUOUS TO CONCRETE FOUNDATION,ADD SQUASH BLOCKS AS NEEDED. MULTI- <br /> STUD POSTS SHALL BE NAILED TOGETHER PER THE GENERAL STRUCTURAL NOTES. LASTING creativity� results�relationships <br /> 5. ALL FRAMING SHALL HAVE CONTINUOUS DOUBLE TOP PLATE THAT IS SPLICED PER 101S5.1 WHERE <br /> REQUIRED. <br /> 6. STUD WALLS SHALL BE PER ARCHITECTURAL WALL ASSEMBLIES AND AS FOLLOWS,UON: <br /> EXTERIOR WALLS: 2x6 @ 24"OC <br /> INTERIOR BEARING WALLS: 2x6 @ 24"OC <br /> 7. SHEARWALL TYPE AND EXTENTS ARE AS SHOWN ON PLAN(SEE LEGEND). CONTRACTOR SHALL- � <br /> INSTALL PLYWOOD PER 18/S5.1 ON SIDE OF WALL INDICATED BY MARK ON PLAN,UON. <br /> ��'vY' I1'O� �/V!' (�p�� /� ������ 8. SHEATHING SHALL BE 7/16"OSB W/8d NAILS AT 6"OC EDGES AND 12"OC FIELD. <br /> V C.t. <br /> 9. NEW SHEAR WALLS NOT REQD PER IEBC SECTION 806.3.IF WORK AREA<50%OF FLOOR AREA. <br /> — — — — — — -� � �� �&�Z� Pr���� �`'��'� <br /> � � � ��� v��G ROOF PLAN NOTES: <br /> � � �;�'i (L�q`'►��� <br /> n/4S S 1. FIELD VERIFY ALL DIMENSIONS. R E M O D E L <br /> � p <br /> I � � �' �( ��� 2. ROOF SHEATHING SHALL BE 23/32"T&G PLYWOOD OR OSB(PANEL SPAN RATING 48/24)WHERE <br /> I � ��( � I REQUIRED. NAIL SHEATHING WITH 8d NAILS @ 6"OC(EDGES)AND 12"o��F�E�o,. 2 6 0 3 G R A N D A VE. <br /> ( � I I (N)STUD WALL W/ 3. ROOF JOISTS SHALL BE 2x6 @ 24"OC SISTERED TO EXISTING ROOF JOISTS,UON. <br /> I DOOR x6'-8" 2x6 @ 24"OC <br /> 4. PROVIDE 2x4 RIM JOIST,TYP UON. <br /> (E)DECK-�� � I <br /> �"� � 4'_ "x4'_ <br /> -(E)HEADER I �� �j I (N) 0 6 <br /> , 2'-3" , 4'-6" 2'-3° (E)WINDOW I � i WINDOW,TYP LEG EN D <br /> MIN SISTER(N)2x6 TO 15 MAX MIN 20 P E R I� I T S E T <br /> (E)2x4 @ 24 OC S5.1 I 28'-0° S5.1 � <br /> FLOOR PLAN: <br /> H1 H1 H1 H1 ——— ——� —_�—_ ——�—�-———— ——— ———— —— � o STRUCTURAL WALL ABOVE (SEE PLAN NOTE 6) <br /> - - � - -L - - � — — �—�- - - -�—� - - - <br /> � — � - -� — c===� STRUCTURAL WALL ABOVE (SEE PLAN NOTE 6) � OH�O3��I H <br /> � — — — — — — — — — — — <br /> � � � <br /> I I � ,f_ �y,b-� ���. ����, �, � � POST ABOVE (SEE PLAN NOTE 4) <br /> � f�� A L� X <br /> I I o p� FEj� TH � PANTRY _� — X LINEAR FEET OF TYPE Y SHEAR WALL,SEE 18/S5.1 Revisions <br /> V` <br /> I I O° ��/f�, ' DN _t (N)PONY � �E}NOOK o _ <br /> I ( �'4. �I WALL Qp`����,� �* Q�5'� �-�- . <br /> \ �}�o �QO � �.hro ROOF PLAN: <br /> I I � � ��`� O � FRIDGE i <br /> I � (N)CLOSET S z SEE NOTE 4,TYP c===� STRUCTURAL WALL ABOVE <br /> � H1 5yx12 24EV�_ _ _ J — I <br /> -B— -B �— — — _ . -� _ — - � POST ABOVE (SEE PLAN NOTE 4) <br /> r - - - - - - - — DFGL� — � Qog'(I <br /> 2y,6 <br /> � � n,ps N <br /> 9 I ,t��Y 5'-6" 10'-6" 2'-0° - <br /> I S5.1 ,\ �(�,�/ � , �E�BE�RooM � Max �,-o„ Max �� MIN BEAM / HEADER SCHEDULE — <br /> I I \](1' �, �� � MIN �y � <br /> ,�- <br /> I I o �� �QO � �� MARK TYPE TRIM STUD KING STUD <br /> \\����6� �N� E �� �J <br /> I I SEE NOTE 9 ��O KITCHEN H1 4x6 � <br /> I (E)CHIMNEY I � (1)2x6 (1)2x6 — <br /> 4' �� �P'� 05� D���°e��� _ B=BEAM <br /> I I �•�J il 3 �� ��.�� �ABINET � H-HEADER BELOW,SEE 51S5.1 <br /> 0,-3„ y �, � � - <br /> I I iI , �Z COUNTER � i <br /> � RIDGE — — — — — � �x12 24F-V4 � TOP <br /> DF GLB _ � <br /> o � <br /> I <br /> I I "' J� (E)CHIM EY Ii 'S'pG� Registration <br /> � � > � �_� (N)TUB � ( )VANIT 11'-0" ��I oF As��� <br /> �- t <br /> � � � � MAX � �� 1'-6° ��' :, �' <br /> C M� � � � <br /> � <br /> I I ��` -� �� _ W _ (t� ��� S�.�� ��� 4�-°� -� �. <br /> I I � � nn� �� /���� ti�G � �a ��� <br /> F �/l� ���� !"Yl���`r� �/`c`_'th'L/� � �� `� 33 1 � <br /> � � � �I /� �"�'' "" �I��L�n!a �i1-7a (�/�i�4L� � <br /> �'�,S AL ������ <br /> I ( � DOORWAY TO � \ ����a�„ LNWG � Sj�NAL � <br /> I I BE REMOVED y� �� <br /> � 8/3/2018 <br /> I I 1 .� <br /> �: <br /> (E)2x8 @ 2'-0"OC <br /> I I (E)BEDROOM SEE NOTE 9 Key Plan �: <br /> I I \ <br /> I I O3'-6" + <br /> - - - - J -- --� <br /> — — — — — — — — — — — — — — <br /> — <br /> , _ <br /> ��J� ��G� <br /> °'��----._._.���� L,��D1n-� � <br /> Zs�o� <br /> �3���' w��Ax I2�s;� . <br /> Sheet Title <br /> ROOF PLAN � <br /> ROOF PLAN FLOOR PLAN FLC�OR PLAN <br /> 1 1/4"=1'-0" � 1/4"=1'-0" <br /> �: <br /> 4 <br /> Sca�e: AS NOTED - <br /> �E� Pro�ect No: 180979 <br /> �ate: 08�03�18 <br /> Designed: B�w <br /> i Drawn: CE� <br /> Checked: ESQ <br /> ��� `� �� �.��d°��f� <br /> ������y�� ���-� �'����i�` sneet Number <br /> 0 1 2 3 4 6 8 12 <br /> 1/4"=1'-0" <br /> z <br /> ■ <br />
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