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<br /> I F-02 �� �, '� � ` � � -
<br /> , i 0 i � i I PER1 � FOUNDATION NOTES : _
<br /> � I�. � �. � � �. � _ _ _ �. � � � �
<br /> , , � �� �� �
<br /> , -�_�_ _ __ _ _ __���_ _ ; _ _���- ___���- , , ; v . .
<br /> � • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO
<br /> � �� � , � � � � � _ � ,
<br /> j � j I j � COMMENCING ANY WORK. I� ���� �.'
<br /> j � , j I I j • GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL � �'_'
<br /> � � �� � j j I j VERIFY THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO
<br /> � POURING CONCRETE. �W � m� o �'� N� � o � Q o
<br /> � I � 5'-3%" 5'-3%i' I i � oZo � ���� or �U� �aH_
<br /> i L 2 L � i i �¢z c� a�i a v��a T m ` y c y�
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<br /> I I �. �. H��o-� ya"ia �� ���oamao
<br /> � • A L L F O O T I N G S H A L L B E A R 1 8"B E L O W UNDI STURBED NATURAL SOIL. _ @ �
<br /> j � � F-�2 � I I I I � � I FINISHED GRADE SHALL BE NO LESS THAN 12"ABOVE BOTTOM OF ��m r� °= � o N°������N
<br /> I �.��TYP. �'� I �.I� �. � �. I I I I FOOTINGS. a W�o v� �" c c d a o d d a�' ° g
<br /> - - ... ... .. .. . ._._ ...._.._ ...._._ .. - - N
<br /> Q�LL C,C,� Q 3 � �.N m C� C W O
<br /> � U J 0 O U�_O N� p C-
<br /> �_ _ .... .�.-._..... . I ... .�.-.._ ....... .�._.-. ........ - _ I '_ � >� m J a Q� � N a O
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<br /> j ��� �,� I �,� �,� ��� I j • TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING =��`� ��`_ °' °' `� 'L �� �
<br /> �J Q U O� Q� @
<br /> i SHALL NOT SLOPE MORE THAN 10%, STEP FOOTING AS NECESSARY
<br /> I, � � � I � � � I I
<br /> E P O X Y D O E L I L L N E W W A L L A N D F O O T I N G T O M A I N T A I N M I N. D E P T H O F F O O T I N G B E L O W F I N I S H E D G R A D E.
<br /> � I � I HORIZO TAL,REBAR 4"INTO EXISTING
<br /> � I j , I � FOWNDPITION,TYP 4 PLACES . FOUNDATION WALL SHALL EXTEND MINIMUM 6"ABOVE FINISHED
<br /> I
<br /> I
<br /> � �tio I �a �- �tio I ��o� .- j �`�� J�p� j I GRADE.
<br /> � G I Q � � � � � G � O J N (q O J� O,`J � � � NEW 8"STEM WALL ON
<br /> `��`G`� I j =� N�'G`� � F-04 ��� � ��,'� �� � � j 16"x8"FOOTING . ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE
<br /> os I� I � oN �� � ( � � � I ----- TREATED.
<br /> � - - — —�- - - - - - - - - - - -
<br /> 3 -------- :� + - --- • UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE,ALL
<br /> , . � • .. : .. • • - � � _ __.
<br /> � --- ••
<br /> . . _ . _ .; _._ . �__. . _ _ ,. • ;.
<br /> ; � _ _ _ _ - — — � � — — — — — — � — — � — — -� � I ANCHOR BOLTS SHALL BE%"dia.x 10"AND EXTEND MINIMUM 7"INTO
<br /> . �F-01 ' , L� J , F-01 , : - CONCRETE WITH MINIMUM SPACING OF 48"ON CENTER. EACH
<br /> � � o �' ANCHOR BOLT SHALL HAVE A 3"x3"x.229"GALVANIZED WASHER. �
<br /> RAWLSPAC � � _
<br /> � = I :�� CRAWLSPACE ; i � >
<br /> � ;
<br /> —,^ I . 6 MIL.BLACK V.B. I I-03 F-0 6 MIL.BtACK V.6. ';s I F_02 . SEE SHEARWALL&HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT. �
<br /> F-02
<br /> � I' _ �_— __ — __— ________— _� �__�_— __ �-�-- — — _ • CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS
<br /> —� — — �
<br /> 2 ----- - — — — — , , —I-�—� + — +— -� ----_- THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". '
<br /> - - - - - , -� - - - - - - - - - � 1� � — — (R408.4) NOTE .
<br /> . .
<br /> � I � � � . PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE ALL FOUNDATION WALLS �
<br /> j cv � � � I N � 1 . AREAS. (R406.3.2)
<br /> TO BE 8" UNLESS CALLED OUT Q
<br /> i � � j�.: OTHERWISE. N
<br /> �
<br /> � �
<br /> • PROVIDE 2"SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" �
<br /> i � � � � � - -� COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS.
<br /> j � I BASEMENT SLAB � � ' • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT L EG E N D �
<br /> � ' I � �J (EXISTING) I I '; W �
<br /> i I I CONNECTIONS ARE IN PLACE.
<br /> � `
<br /> i � j j I ' • ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8"REINFORCE • • STEM WALL �
<br /> � � � j j FOOTINGS WITH(2)#4 BARS EACH WAY UNLESS NOTED OTHERWISE IN - - FOOTING ~
<br /> I W
<br /> , , � PLAN.
<br /> � � �i � � __ I CONCRETE SLAB W �
<br /> �
<br /> EXISTING 6"STEM WALL � w
<br /> I F-06 I I I I ON EXISTING FOOTING • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR _ __= EXISTING STEM WALLS ,
<br /> � � F-05 F-05 � � SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM � W
<br /> I TOP OF FOOTING TO FINISHED GRADE. (R406.1) - E X I S T I N G F O O T I N G
<br /> i � , TI—I � -� � -� I
<br /> --------- - --------- — -_-4- -�--- --+-- - -----— --- --+�-- -- - ---------�-i---I--------- REMOVAL W W
<br /> 1 - � • SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. Z �
<br /> . _-�-� ,� _ L �--- —�-—
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<br /> , , ' ' ' COORDINATE LOCATIONS WITH DOOR&WINDOW ROUGH FRAMING TO _ NEW WALLS OVER � z
<br /> I � � �I � L J F-�6 L � J � ' PROVIDE ACCURATE DIMENSION FOR OPENINGS.
<br /> i � EXISTING WALLS OVER W w
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<br /> I � � t � i j � � Q
<br /> ' � aI � � � � I I CONCRETE FOOTING SCHEDULE � �,jJ
<br /> II
<br /> i i � I���I i i SYM. FOOTING SIZE P�CEM NT � �
<br /> i � ! FOUNDATION VENT CALCS. F-o, *16��Xa���oN'T. 2 #4CON�T. 0 �i �
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<br /> i � � , , c �
<br /> j � F-02 *24"x24"x8" (2)#4 EA.WY. Z �
<br /> � I (R408.1)PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. N
<br /> � I � � OF CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD F-03 24"x24"x8" (2)#4 EA.WY. W N
<br /> � j I I BEARING 16"x8"VENTS. W
<br /> F-04 `30"x30"x8" (3)#4 EA.WY. � (V
<br /> � �- � i � � PROVIDE A MINIMUM OF(1)FOUNDATION VENT WITHIN 3'-0", BUT NOT F-05 30"x30"x8° (3)#4 EA.WY. '-
<br /> � i i � WITHIN THE FIRST 1'-0"OF EACH CORNER OF CRAWLSPACE. F-06 36"x36"x8" (4)#4 EA.WY.
<br /> I
<br /> j � � � ASSUMED VENTS ARE MIN. 15.5"x6"AND HAVE A NET FREE "EXTERIOR FOOTINGS SHALL BE MIN.
<br /> '� I � � VENTILATION AREA OF.48 SQ. FT. NOTE: 18"BELOW GRADE AND REST ON °�'
<br /> � � i � � i i BEARING SOIL. �
<br /> I �
<br /> i � � � � � j j , TOTAL CRAWLSPACE AREA=95 SQ. FT./300=
<br /> i � � j .32 SQ. FT OF NET VENTILATION REQ'D.
<br /> I ��I I j .32 SQ. FT. DIVIDED BY.48= 1 VENTS. (2 shown)
<br /> I
<br /> I '� I � � NOTE:VENT SIZES MAY VARY AND MESH OR LOUVERS MAY
<br /> i j j I DECREASE THE NET FREE VENTILATION AREA. CONTRACTOR o
<br /> � j j I TO VERIFY CALCULATIONS AND PROVIDED NEEDED Q
<br /> � � j VENTILATION BASED ON ACTUAL VENT SIZE, DESIGN,AND '�
<br /> I j ( I LOCATION.
<br /> I �
<br /> j i I �
<br /> I F-04 I F-04 I I
<br /> I II
<br /> � - - - - � � — � - -r- -� - - - - - - � - - - - - - - - -�
<br /> L�— — — — — — — — — — + — — — — — — — — — — — — —
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<br /> �I � I � � I
<br /> I j I � � I
<br /> � i j � I j PROJECT NO. 170811
<br /> � � I � � I DESIGNED BY TL
<br /> I i I I I i
<br /> �� C�• IZ(7s DRAWN BY TL&RM
<br /> �„""����W�s�f/,�,c�s CHECKED BY TL
<br /> r..�' ° �
<br /> " SHEET:
<br /> i �b •
<br /> a�t4'"� .,�-
<br /> �'�,��►s�.�-r���`'
<br /> FO U N DATI O N P LA N ���5� ��
<br /> SCALE: 1/4" = 1'-0"
<br /> ELECTRONIC COPY
<br /> ORIGINAL IS ON FILE
<br /> AT ROSS ENGINEERING
<br /> C.��"� �� �VERET�
<br /> ���I��E� �``i� ����I� PRINT DATE 3/12/2018 5:12 PM
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