Laserfiche WebLink
b • <br /> W <br /> � <br /> � � <br /> o � � <br /> W <br /> � ° � � <br /> �. � � <br /> � � � <br /> � � � <br /> °' .� � <br /> � � � <br /> a� W <br /> � � <br /> � � <br /> � = <br /> � � <br /> � <br /> � <br /> � � <br /> �v�� � <br /> r� (�.G' <br /> CRAWL SPACE VENTWG PER UNIT � �� <br /> 24 X 24 X 10 CONCRETE FOOTINGS <br /> TO PROVIDE DIRECT BEARING n r- I r il i n r R40 .2 WA 51- 1- 0 , �� � �� <br /> TO PORCH POSTS �� W <br /> �� ���� I I i _I <br /> _ _ r wl Ar FT 4 �.,� � � �,�y� � 24 X 24 X 10 CONCRETE FOOTINGS <br /> �� � �� � V n Are IN 0 2 T� ��i o TO PROVIDE DIRECT BEARWG � <br /> � _� � _� Number of Typ 8x16 Vents (70) 5 Vents �� � � TO PORCH POSTS <br /> � <br /> �� ❑ <br /> � � � <br /> 88' � <br /> � <br /> o i <br /> 20' 20' 3'-7"—�}�4'-5" 19'-6" 20'-6" � <br /> � I o � <br /> _ -�-= 2 FT OF FSET �o �o s° `�a ° N�yo �� �� <br /> _ <br /> , OPTIONAL � � � � <br /> �r - - �/ - - - - - - - `'- - - 'o- - - `�- -- - - - - - - - - - - -'- - - - - -,M � � <br /> � . <br /> �� �� �� �'� �� �� s� �� -� � M1 <br /> S'o S'o �� �'p �T� y0� y0� yOy � r - - - - - - �- - - - - - - - - - - 1 r- - - - - - - - - - - - - - - - - - - - -, � <br /> 7 ,� • �' <br /> — — — — — — --- � -- � � r � � , � � —� <br /> ��,- - ,- - - - - - - - - - — - — .�_ � ._ � _o � � — _.._ �+l � � o � � <br /> I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( � � � � � SEC. R-408.2 � � <br /> � � � � � � I I I 6" FOUNDATION S�, I I FOUNDATION VENTS TO I I <br /> I I I I � I I � I I WALL TYPICAL y�� I EA HI CORN R TYPICAL. I I <br /> SEC. R-408.2 0 � � <br /> � ( FOUNDATION VENTS TO I �O 6" FOUNDATION I I I I I I I I <br /> I I BE WITHIN 3 FEET OF I �'r WALL TYPICAL I o �'�,I I I I I I <br /> EACH CORNER TYPICAL. / � �-� <br /> � � � I _ � � _ ( I I 6 MIL BLACK VAPOR BARRIER I I <br /> I I I I I I � I I THROUGHOUT CRAWL SPACE I I <br /> � ( � ( ( r— — ---� � — --� ' � � � � � � <br /> I I 6 MIL BLACK VAPOR BARRIER I I I ( I I I I � � 24X24X10 CONCRETE � � <br /> I I THROUGHOUT CRAWL SPACE I I � I I � � I � I I S�y I I — FOOTINGS TYPICAL I I <br /> f I I I � I I I I I �o I 1 � 1 � 4 X 10 DF#2 TYPICAL I � <br /> 24X24X10 CONCRETE ' ' <br /> I I FOOTINGS TYPICAL � �Q I I 8 I ( � <br /> � 1 � 1 � 4 X 10 DF#2 TYPICAL � � � � � � � � I —� � —J � —J � � I <br /> � � 1'-6" � 1'-6", <br /> � 4° CONCRETE SLAB �— ( � —� � - 5'-10"� 5'-10" �E 5'-10° � <br /> I —� � —� � —J � —I_ I AT GARAGE I I 4" CONCRETE SLAB I I I I - <br /> � �-6 5'-10" 5'-10" � —5'-10" � � I I AT GARAGE I ( I I "' <br /> � � � <br /> � � I � � � � � � � � <br /> i <br /> � I I I � � I I � I I � I <br /> M I I I I I I I I I I <br /> I I I I I I �o I I I I <br /> I I � � `�''tio,- - - � � _ _ .��° I I I I <br /> � � � � ro � <br /> � � � � � r— — - - � � 17 X 6 CONTINUOUS I I I I <br /> � � I I I I I I FOOTING TYPICAL � � 24X24X10 CONCRETE I I <br /> I I I I I I � I � �� �'� �P� I \ FOOTINGS TYPICAL ( I <br /> 17 X 6 CONTINUOUS � � y y �' <br /> � � ,� - - - - - - - - - - - - -- _ _�,-��,� �-- _ _ _ _ _ -�jo-� -� f -1 � i i <br /> I ( 24X24X10 CONCRETE I I FOOTING TYPICAL I I I /- — I <br /> I I FOOTINGS TYPICAL ^o I ^°` ^°` N N I - <br /> T �'r� �'r�/ / � \ti�� �yo — - - - - - - - - - - - - - - - - - — - - - - - � _� � _� � � I • <br /> ' — — — � � <br /> � -�. — — — — — -- —� � � — �= — — — — — — — — — — — — —�� �j ( , � 1'-6" ��_6„ <br /> 1 � � � � � /� � � , �g I 5, �j� 5� I <br /> � ' - - - - - - �8� <br /> —J I— —J � — — — — — — — — — — — — -- — — — <br /> � -{ r- - 2 FT OFFSET 1'-10 1/2° 1'-10 1/2° �' I I �, � I <br /> 1'-6" � 1'-6' � � � OPTIONAL 16'-3" ^� � ,�/ �, �'�, <br /> I 5' 5' I s s � ,�s°/ ,�z° �g— ��g I <br /> 1'-101/2" 1'-101/2° � 1 I �L�--��� � � � ( � <br /> � � � ( �' 16'-3" � � \ / � � _ <br /> ( p/ p �� �� � � I24X24X10 L � - - - � � <br /> S- y — <br /> ,`�� _,`�� Oj �\� CONCRETE � � <br /> � �L—� � / � � � � 1 FooTiN� — — — — — FOUNDATION PLAN � <br /> � - - � �- - - - � / —' � 24X24X10 I _I � <br /> CONCRETE SCALE �I4"=1 FT � <br /> — — — — FOOTING �'rO�U�TL1��. R�Vl�W � � , <br /> � <br /> THIS DRAWING HAS BEEN REVIEWED FOR U � <br /> STRUC7URAL REQUIREMENTS ONLY PEK <br /> , 1'-6" 1'-6" 1'-6" 1'-6" THE ATTACHED RELEVAN7 DOCU�AENTS. � � <br /> 2'-6' 5' 2'-6" _ 7' 20' 3'-7" 4'_5° _ 20' 7' 2'-6" _ 5, 2,"6" JOB#�'�_ D�TE $ t�' � � <br /> R�V6�V1/ED QY �— �,,' � <br /> $$ UPSTATE ENGINEERING � � � <br /> (206j 280-4715•services@upst8.com � <br /> VOID!�STAMP!NK NOT f2ED. � � <br /> V� � <br /> ■ a <br /> �. � <br /> I ♦ <br /> W 1v <br /> FOUNDATION WO�OD FLOOR OPTION 0 � � <br /> � � <br /> � oC <br /> m � <br /> DATE: <br /> 7/6/2017 <br /> EHD JOB: <br /> 2033 <br /> SHEET: <br /> ��YY 0� ������� <br /> ;���1���U�� ��� �����`� <br />