Laserfiche WebLink
W <br /> � <br /> , � � <br /> O � � <br /> � O '`� <br /> 24 X 24 X 10 CONCRETE FOOTINGS � U � <br /> TO PROVIDE DIRECT BEARING �-Vj � <br /> TO PORCH POSTS � <br /> s2� Z3�� � <br /> 27' 4' 4' 27' � � �4 <br /> 2° Z�. � � (/� <br /> 9'— 8'-8" 9' Z�, 2" g, _—� 8'-8" �'E 9� � � <br /> - � -1 � -� � -1 f 1 � -� � -1 � -1 f� 1 � � W <br /> i i � � � i � i i � i i � � i i � i i i � � o <br /> � —J � —J � —J � J � —J I._ _J � _J L__ J � � <br /> 12'-6" 6' �—8'-6" – g'_6" 6' 12'-6" � M <br /> � <br /> � , W <br /> M M <br /> __ _._ �_ ._ _ _ _ _ _ — __ _ _ T _ _ _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ __ _ _ — — _ _ � _ _ _ _ � _ _ _ _ _ _ — <br /> �, �, �",�� -- �, � �',�' �, �-� <br /> _ � _ _ � ^� — — n� <br /> � b' _ __ _ n� �� �� — — _. _ — _ '�� �h <br /> ���Q�. i _ _ _ _ — ���0 ._ _ — e � ���0 _ _ __ _ _ _ ���0/ I �OI i _ _ _ _ � �O �O _ _ — — _ _ _ � _ _ —_ �Oi I <br /> � � i' / <br /> � � � � � � � � � <br /> I I SEC. R-408.2 � I ( � SEC. R-408.2 � � � <br /> 6 MIL BLACK VAPOR BARRIER <br /> FOUNDATION VENTS TO I I I I FOUNDATION VENTS TO 6 MIL BLACK VAPOR BARRIER I I <br /> I I THROUGHOUT CRAWL SPACE BE WITHIN 3 FEET OF BE WITHIN 3 FEET OF THROUGHOUT CRAWL SPACE <br /> EACH CORNER TYPICAL. I ( I I EACH CORNER TYPICAL. I I <br /> I I N I I � � I I N I I <br /> � � � � <br /> I I r, n er-Floor Ventilati n P r R408.2 WAC 51- 1- 400 I I I I n er-FI r V ntil i n P r R4 .2 WAC 1-51-040 �, I I <br /> I I rawl S ace Ar FT 72 I I I I r wl a e Area S FT 725 I I <br /> Crawl S a e Ar IN 1 4 400 r w Area IN 1 4 4 <br /> � � � � � � � � � � <br /> I ( Number of Typ 8x16 Vents (70) 5 Vents I I I I Number of Typ 8x16 Vents (70) 5 Vents I I � <br /> � � � � � � � � J <br /> — _ ��y <br /> ROOF SHEATHING I 1 4 X 10 DF#2 TYPICAL � � _ V _ _ _ _ _ � � _ _ _ _ J I_ _ _ _ � ___j L _ _ _ _ _ _ � _ _ _ _ _ _ � 1 4 X 10 DF#2 TYPICAL � I I.L <br /> ' PER PLAN � � I O <br /> \� W <br /> 5/8"TYPE � <br /> XGWB —� � —� � � iN� - - - - - - - -- - - - - -- - - - �, cP �� <br /> - - - - - - - - - - - - - � _� � _J I I <br /> I 1'-6" � 1!-6" I y�� �p I � '\�' O I � � _ <br /> CENTER TRUSS r� I � 5�_4�� 5�_4� I ".j�� �� � � O� � I �-6" 5,4„ 5,4„ 1'-6° i � <br /> DI SPACE. OVER � I TOP PLATE I I I I I I I I <br /> \ TO ROOF I I <br /> CONNECTION C I � I I I I ���������������� �����'���� I I � I I <br /> ( PER SHEARWALL ' �;���;��������c���� ��������� � <br /> SCHEDULE. � � � � I I I I I I - <br /> � ��' � I I I � (���� ������� �������� I I ����� ������� �������� � � <br /> ��� ��� ���a�� <br /> 1'-6" ��_g�� p�� ��� ���,�� � � I ��_6„ ��_6„ I � <br /> I 4'-11" 5'-9" A ������i��� ��� �������� 5�-9" 4'-11" <br /> � I (��������� �� ��������� 4 � � � � � � <br /> , , � -� � -1 f � � � � � --� � -1 -� � � <br /> ��� I I I I I I <br /> �y 5/8"TYPE I _� �4 X 10 DF#2 TYPICAL� � I � I I _� 4 X 10 DF#2 TYPICAL � � <br /> x�wB I I <br /> 24X24X10 CONCRETE I ( � I I I 24X24X10 CONCRETE I I <br /> I I FOOTINGS TYPICAL I I I I I I FOOTINGS TYPICAL I I � <br /> � 4" CONCRETE SLAB 4° CONCRETE SLAB <br /> I I I I AT GARAGE I I AT GARAGE I I I I � <br /> � � � � � ( � � ( ( � <br /> NA6°D PER I I I I I I I I I I � <br /> SHEARWALL 17 X 6 CONTINUOUS � <br /> SCHEDULE I I FOOTING TYPICAL I I I I I I 17 X 6 CONTINUOUS � � <br /> I I c�, I I 6" FOUNDATION � I FOOTING TYPICAL - � <br /> WALL TYPICAL 6" FOUNDATION � I N I ( <br /> I I � I I � � WALL TYPICAL ( I o I I � � <br /> � � � e <br /> � � ^� � � � � <br /> � (2)2X4 WALLS WITH I I I p I p/ p I Q� / <br /> � <br /> r�- 1"SEPARATION. ,�����- - - - - - - - - - - - - ��f �-`�/ - - - - - - - - - - - - �T�/ _ � ��Of I I Z � <br /> 10"CONCRETE I I ( , �� ; I I I � � <br /> FOUNDATION WALL. Q <br /> FOLLOWTYPICAL I I � L � — ` - - - - - - - - - - - - - - - - - - - - - - 1 r- -J I I � <br /> FOUNDATION DESIGN � I I I I I I I ( • ■ � <br /> WITH(2)ROWS OF � <br /> ANCHOR BOLTS �I ( � � �I ( Cn io I I� ��/ �� I I�� � � <br /> \ 1'-31/2" 1'-31/2" �./ �./ �/ � �°` � <br /> \y�� L— — —�y�� �y�� _ � Jy�� 12'-3" 2'-11" _ 12'-3" 'Z�L— — — — 'r� '�� — — — –� 'r0 � <br /> � I��',�� �,�� - - - - - — ,��� — � I I ��� ���— - - - - - -�,�� �� J O <br /> � � ,� �/ ,�. <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ma. <br /> GARAGE WALL UNIT SEPARATION � <br /> 5' 6' 5' 5' 6' 5' <br /> 16' 15' 15 16' <br /> — — � DATE: <br /> 62' <br /> � � 24 X 24 X 10 CONCRETE FOOTINGS � � � � � � 24 X 24 X 10 CONCRETE FOOTINGS � � <br /> � —J TO PROVIDE DIRECT BEARING �— —� � --� TO PROVIDE DIRECT BEARING �— —J 12/27/2018 <br /> To PORCH Posrs FOUNDATION PLAN TO PORCH POSTS <br /> SCALE 1/4"=1 FT EHD JO�: <br /> 2268 <br /> SHEET: <br /> � <br />