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SLAB i � � N.:��':� ��,:.�. ,,� �;. ::H�':�:.;��::,�.�F:;.:hK� <br /> � Q 3�� ��+ � � SLAB SLOPES 31�i" I I o <br /> N � • I I FROM BACK TO APRON I I �, <br /> � I � � 5052 REGISTERED <br /> -15" � � i i P6 � ARCHITECT <br /> i I � � � <br /> 1 ( I I <br /> -10" 4'^$n ( i � � ROBERT E. WE1BLE <br /> � � � STATE QF WASHINGTON <br /> � ' I Di <br /> � � I I <br /> { � I i <br /> _ � � � <br /> �, � -5" � � 56.0 1 -14" i i i <br /> `�' � � STHD�4RJ T.O.S. P3 1 I � <br /> � -- - ---� --------------1 1 STHD14RJ � <br /> ____�_����� �_�_������ y� <br /> H <br /> I � <br /> �"�' �� ���� ����� ����������� ������, . <br /> � <br /> • 3 r ---L r---- I � � <br /> � 1 , FIN. 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SHORT TYP, N� -12Ya" � � � M � o � <br /> 7 ! � QF Z'IED FOOT}NGS � � � Q Q Q z Q <br /> S6Q I � � � <br /> ( 4x4 POST <br /> ' i ' �s (r�. u.N.o.) i i <br /> i <br /> � , i i <br /> � �----- � .o ----------� � � <br /> � i --- ----- --------- ��t�---- __ i __..._ � `° <br /> � —�_—,�._—_.——_._ � ���� �� � � ��������� r��iA ��w�� —I—.— . p r <br /> � 1 <br /> ����z.�� ��__ _ I �- 00 <br /> � _����_�r _ _ r�_��� �'1 <br /> M �—�� � � a � , LX4' � p � <br /> . I � N I I � I j 70-10�2 � � PONY M � <br /> � I - -j� i � ------ ------- � WALL "' � <br /> i <br /> � � � I 10'-fi3/q." �_' � i ---,�---� r- � ---- -� � � <br /> � I I 15'-6�/4 2'_4^I i � X� � 1 P6 R � � <br /> °° I 30" " m °°v o � � r , <br /> � � 1 � �-- I 1 � co <br /> pg � i FTG W/ � � i � 3 I � � � c, � <br /> � � (3)#4 EW � - � � � � � D1 0 <br /> � --�----r -^--------- -- -------- �F�- —J t-- — ---- � ! �'�. 0 <br /> HDR _ �T <br /> ---—-—----�- ------ --�-- ------�-- - -�._ ■� <br /> � <br /> a <br /> 1-------------- --------- ------ -- i � <br /> � r--------- --- � � � - i 2x4 \ <br /> 10 � � � � I ---------- i PONY � � <br /> S6.0 I t 6'-10" ' &'_2" � s�_2b � I WALL i� � m t1. <br /> � � � � <br /> � � I 3 � --- -r�-- � � a = <br /> � i � -12%" D1 6 1 , j o '� <br /> PRQVIDE 2x4 PONY = � I I � <br /> � � I -0-3 BEARIN WALL <br /> � � WALL AT HIGH FDN qgp� — ► o <br /> � I r------ -- --- -- f I � V <br /> � 1 � <br /> � , ,. � �-�,..�I � I <br /> - - � <br /> z —_ 1 � <br /> I I � O ( r—,..�� ��^�—��� <br /> � �-----L-- - -----� � � _-- �L.._ � -�2Y4" �- <br /> , � � -0'-5" S?ND14 STNDI4RJ � �- <br /> � r.o.s. � � � n <br /> HQU11 �i j------�---T_-- ^ HDU11x � � =PRQVIDE 2x4 PONY FIXTURE � '`i' <br /> Y �� � 3Nt CONC. � � WALL AT HfGH FQN ABOVE;,� `- <br /> � �� p2 $�.J4B I ��i <br /> ;� II i SLOPE 1�/a" I I I P2 — ;�. <br /> r. <br /> II L----------- --- -------------J I <br /> II II <br /> • -� <br /> -j�4�� FRAMING CONTRACTOR SHALL <br /> � <br /> VERIFY HOLQOWN LOCATIQNS <br /> �� PRtOR TO POURING FOUNDATION. � <br /> 1 -3� 9'-6" ��2 7'-�" <br /> � 10.^9y� �,_�„ 7�_11�� ALL EXTERIOR SHEARWALLS � � <br /> SHALL BE P6TN U.N.�. O � <br /> LOCATION OF DOWNSPOUT RISER B001"S REVISED 2 � Q <br /> — FOU N DATION PLAN � � .° o <br /> 26 5 � > � � <br /> 1/4"= 1'=0" CRAWL SPACE VENTING: � n/ � .�.� <br /> REQUIRED: 803 SFj300 = 2.68 SF = 386 SQ. IN. 1�■ ._ � <br /> � PROVIDED; 435 SQ. !N. - 6 VENTS t� 72.5 SQ. IN. � � N <br /> LOCATE VENTS WlTHIN 36� OF CRAWLSPACE CORNER, � � j � <br /> . <br /> F O U N D A T 1 O N N O T E S ��LESS N4TED. SEE D1 CRAWI..SPACE NOTE FOR � � <br /> GROUND COVER. � V} � Z <br /> SEE STRUCTURAL SHEET 51.0 �OR ALL FLOOR SHEATNING HANGERS NO�IED ARE SIMPSON STRONG-TIE. • L <br /> _ _ NAILWG ANQ OTHER PERTINENT STRUCTURAL INFORMA77QN. n � � � � _ <br /> � � L E G E N D ON FOUNDATION WALLS: FOR TYPE P (PLYWOOD) s S W � <br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 S.IUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH <br /> UNLESS NOTED. SIQE �F VENT. � � �+ <br /> 2x10 C� 16" OC UNLESS NOTED $MEAR WALLS SNOWN AT �OUNDATION WALL.S ARE FOR " � a <br /> PROVIDE 4 RERFORATED F`OOTfNG DRAINS AT PERIMETER <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUlLDINGS. � <br /> SHEAR WALL- SEE N4TES ON THIS SHEET FOR SPACING. � <br /> STEP FOOTINGS AS REQUIREQ TO REAEH F'IRM BEARlNG - <br /> FB FLUSH BEAM WNERE SHEAR (PONY) WALLS fN CRAWL SPACE REQUIR� SEE 4,5/S6.0. � <br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD m <br /> HDR HEADER - SEE S1.0 FOR LUMBER 1�ALUES WALL WITH THE SYMBOL. SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA � <br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. N <br /> � SHEET S1.1. �' <br /> —� DOWNSPQU7: PROV(DE TiGHT LWE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS N <br /> +##" ELEVA170N AT 70P OF CONCRETE ALI. WOOD IN CONTACT WITN CONCRE-fE OR EARTH SHAt�L NOT�D OTHERWlSE. <br /> BE PRESSURE-TREATED AND STAMPEQ BY AN APPROVED o . lob No.: 14-38 <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE " <br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALt BE AWA�' NO LESS THAN 2� FOR AT LEAST 5 FEET. o Sheet No.: <br /> PRESSURE-TREATED. <br /> . � O POST SIZE & Nt1MBER OF BUNDLED STUDS SEE SHEETS S9.0, & 59.1 FOR TYPICA� WOOD FRAMfNG COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLEN� � <br /> � VAPOR BARRIER. <br /> DETAILS. _ <br />