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WEIBLE <br /> 6 � � � � STATE OF WASHINGTON <br /> � � � I ! <br /> �j o S6.0 I I I ! � <br /> �n I � � _3" � � <br /> �- _5». I <br /> r --- ----� � I ' P6 -a <br /> � � -i 4" -12Ya.,. 2 7 � i ; <br /> � � D1 S6.0 t f � <br /> I ' — — � � �., T.0.5. P4 StM.� � � <br /> � i p � �-- --------------- -------- ----�-- ----- ----t a, <br /> STHDI4RJ ';_ <br /> I � � 1 = <br /> � � 4'-9� � ------------------- ---__..��-------- -�-�----� 4 <br /> 1 STHDI4RJ r ! <br /> ,� j � �ROVIDE 2x4 PONY � � o a <br /> � � � WALL Ai' HIGH F`DN � I �� � z <br /> �- I � 1 � � - , <br /> I � <br /> j � Ff N. FLOOR � j � � <br /> I " <br /> I � AT +0,-�" ! � � � <br /> - � � I � � a <br /> ,N � � 6' 10" 6'-2" 6'-2" 6'-10" I f rt- <br /> -o <br /> � <br /> ( a <br /> L <br /> � � I I � <br /> P6 � L--- -------�-------------I--- --------�------------� 1 � <br /> -—_T_�__�,— -- -�-�—�-----� --�-- ------�--�------- �---—-—- ' <br /> 0 <br /> U ^ <br /> � �----- -------------o ---------------------------� � o <br /> � � 18 FTGx10 � � <br /> D1 I DEEP W/ (2�#4 � o g 30"x30"x10" FTG -12�4" I 1 0 � � <br /> I � LQNG & 4 C� 12" � n� D1 W/(�) #4 EW I ; � <br /> � �' � � O.C. SHQRT TYP. �}' � °p " <br /> rn � _12,y4„ r-►- EARING WALL ABO � <br /> � � OF TIED FOOTINGS v � � i z OO <br /> 10 1 � �0 � <br /> . S6.0 ( � � I S6.0 <br /> 16 r- -� 10'-O�p { ( <br /> . I L_,------------- S6.0 --� --- -' '---------------� � - -a <br /> —-s � a' m <br /> _.____—,-._——�_ , ...:i � R���a� �� �� � ' tn O r _ <br /> � �— ---____,- -- -----. --� --- �-�. ���; --- --� � ; � � <br /> j � 4x4 POST � ^ �P6 � Q i�� Q � � o <br /> I � <br /> � j � (TY!'. U.N.O.) ;�, 1 t � -� I I PONY �[ <br /> � � i � _---i—� t DBt � � WALL �V <br /> � <br /> � I I -�_J � � � <br /> � 10 � I � s���n 6��2A �� A 5���7� 1 ' Cf � r' „ <br /> � I ! ' � <br /> D3 I I � , , , r � � � i <br /> , , ; I � � � I P6 0 <br /> � -- ------- ----------- � ------------{ -- --�- --} ' .� <br /> _--_—_.�—_--------� I �— --- I � � <br /> . I ' . . . ���a�a�� �����w������ . . � _ <br /> 7 I ( 'm-^--- . ------ --�----_—__�— — ---- —i � � <br /> S6.0 � � I o B ARING WALL ABOU'E � 2xg � m a <br /> � � X --' � � PONY , 3 � <br /> o I I �� 1 WALL oo � a � <br /> j 1 I �� i I � � � . <br /> tO j j ROVIDE 2x4 PONY -3^ { <br /> � WALL AT HIGFt FDN -12Y4n � t � s <br /> I 1 �---------- <br /> �--------- -.f -- --- --- -- --- -z_._ _� <br /> � 1 <br /> S7ND14 �i �------------- --STHD14 - -------� -----i iI ---------� o <br /> -5" T.O.S. �� '(�(�i D1 � II a II <br /> io I� � f'3 ' � I� � „ _ <br /> I �I � $�B <br /> _ �' �� � SLQPE i" j I� d- � <br /> . . '' L_T_.... _—.,..___.___.,.____ _������.^____—.___,J ii r . <br /> : I... �_�..--.__ _—r=�=—t�r— ___.---�_ �-=—=^—r—=..=�_� . . <br /> � FRAMING CONTRACTOR SNALL , <br /> -�2» VERf�Y HOLDOWN LOCATIONS <br /> �� PRIOR TO POURING FOUNDA710N. <br /> . 1'-3y�� 20'-4y" 3�-10�» . <br /> 24.�$3�4" ALL EXTERIOR SHEARWALLS <br /> SHALL BE F6TN U.N.O. <br /> LOCA770N OF DOWNSPOUT RISER BOOTS R�V(SED � <br /> � � <br /> 2��"�' FOUNDATION PLAN � `� <br /> l/4"_ ]'-0" � O � � <br /> CRAWL SPACE VEN�ING: 1 � � O <br /> REQUIRED: �70 SFj3D0 = �.57 SF = 370 SQ. IN. � ; � U <br /> PROVIDED: 435 SQ. IN. — 6 VENTS � 72.5 SQ. 1N. � <br /> LOCATE VENTS tMTHIN 36� OF CRAIN�SPACE CORNER, '��j � �"�' . <br /> UNLESS NOTED. S�E D1 CRAWLSPACE NOTE FOR � � <br /> GROUND COVER. � � 3 <br /> FOUNDAT [ � N NC� TES <br /> � � � <br /> .- � <br /> SEE STRt1CTURA� SHEET S1.0 FOR ALL FLOOR SHEATHWG HANGERS NOTED ARE SIMPSON STRONG-T1E. � � L z <br /> L E G E N D IVAILING AND OTHER PERTINENT SIRUGTURAL INFORMA170N. � _ ; _ <br /> ON F�t1NDATION WALLS: FOR TYPE "P" (PLYWOOD) <br /> AL� POIVY WALLS IN CRAWL SPACE ARE �x4 STUDS SHEAR WALLS PROVIDE AN EXTRA ANCHOR BOIT EACN � t� W � <br /> UIVLESS NOTED. S(DE OF VENT � � <br /> . 2x10 � 16" OC UNL�SS NOTED •- _ <br /> SHEAR WALLS SHOWN AT FOUNDATfON WALLS ARE FOR PROVIDE 4" PERFORATED FOOTING DRAlNS AT PERIMETER � � <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF AL[. BUiLD(NGS. 0- <br /> SHEAR WALL- SEE NQTES ON THIS SHEET FOR SPAC(NG. <br /> STEP FOOTING� AS REQUIRED TO REACH FlRM BEARING - � ' <br /> WHER� SHEAR (PONY) VI�ALLS IN CRAWL SPACE REQt11RE <br /> FB FLUSH BEAM SEE 4,5/S6.0. o <br /> PLYWOOD. fT MUST BE APPLtED TO THE SIDE OF S1UD d <br /> HDR NERDER - SEE Si.O FOR LUMBER VALU�S WALL tMTH THE Sl'MBOL SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA � <br /> MAY REQUIRE 3x4 STUpS. SEE SHEAR WALL TAB�E ON PER STUD SPACE. N <br /> SHEET S1.1. o <br /> —� DOWNSPOl1T: PROV(DE T1Gf�T LINE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS ° <br /> p ALL WOOD IN CONTACT IMTH CONCRETE OR EARTH SHALL N <br /> +## ELEVAiION AT TOP OF CONCRETE BE PRESSURE-�TREATED AfVD STAMPED BY AN APPROVED N{?TED OTHERWISE. o Job No.; 14-38 <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FfNISNED SURFACE AROUND TME BUILDlNG SHAL� SLOPE " <br /> - +##" FINfSH S�AB ELEVATfQN JOISTS EXPOSED TO TNE WEATHER SHALL BE AWAY NO tESS TNAN 2� FQR AT LEAST 5 FEET. � Sheet No.: <br /> PRESSURE-TREATED. o <br /> N <br /> : � O POST S1ZE & NUMBER OF BUNDLED STUDS COVER CRAWL SPACE FLOOR UVITH 6 MIL. POLYETNYLENE °� <br /> SEE SHEE�S S9.0, & 59.1 FDR TYPICAL WOOD FRAMING VAPOR BARRIER. � <br /> DETAILS. <br /> s , <br /> � � <br />