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WEIBLE <br /> STATE OF WASH►NGTON <br /> 6 I I � I <br /> I I � I <br /> o � S6.0 ( I � � <br /> . f o � � _3» � � ° <br /> � � <br /> � -5� I I j � P6 � <br /> _ --� � 2 7 1 { a`� <br /> � 1 -14" -12Ya" Di S6.0 � j °'- <br /> I - - � � T.O.S. P4 S(M � � _ <br /> � � 3 � L � _.r,_.---- - - --...__-._ ----- ---- ��...._I STHD14RJ „Q <br /> I � D1 1 � <br /> � � � -_-,�--- -_--� <br /> � � q.�_g7�z --------------- -------- f � ' <br /> � ------- _ "'• <br /> � STNDI4RJ I. 1 � �= <br /> = PROVIDE 2x4 PONY I �� � v <br /> � � , <br /> o I j ' � Z <br /> WALL AT HIGH FDN � � � <br /> � � � � I `oo m <br /> � � � FIN. FLOOR � I � � , <br /> 1 I AT +0'-0" � � -,� 4 <br /> � I t � a <br /> i n f n f n <br /> CO � � 6� 10" s-2 6-2 6-�d � i � <br /> ' N � <br /> � ' � <br /> I t ' ---------� ! � <br /> P6 � �---- -------t---------- �-�- � �.��.��.�.��---��.�... �4—�----- `� <br /> .�.- ----�-�'-""'-"�- I <br /> - ----------- � <br /> 1 ---�---------- v -------------- � ---� � „=' . <br /> r_ O O ------- —�2�4H � a .� <br /> � I � 1$" �TG x 10" � = 9 30"x30"x10" FTG � � � T <br /> � D1 � DEEP W/ �2)#4 � � D1 W��3) #4 EW � _ � <br /> � I LONG & #4 C� 12. � I � � Q • <br /> ;� �• I � O.C. SHORT TYP. �� EARING WALL ABO � � <br /> � � -12�/a" OF TlED F�071NGS v � � 10 i� <br /> �^ 10 I � I 1 S6.0 � <br /> S6.0 � 16 r- -� 10'-0�2'° � � -o <br /> � <br /> I S6.O ____.,.. -� �___.__.^__.�._____.J I AN � cfl <br /> � �--------------- -- -- .. � � o <br /> _ _ � � <br /> I -�- �'� 1 � � ' <br /> � ������ ��� , � � <br /> ------------- i r_ __----�,- �— ------ --� ---- ��s r m RX¢ ��`— —i i �, o t° <br /> � t ( ^ 4x4 POST � � ao� ca � � 2x4 � <br /> � � � (T Y P. U.N.O.) �, I I � t P Q N Y <br /> 1 � � � DBL � WALL � <br /> ' , �-T�� � ! q . <br /> � { � I T, � � �i r' ' <br /> � r . �_ � ( o� " O <br /> i g�_2� 6'-2" t- � 9�2 I � � o r. <br /> 00 10 I I 1 � , � I ' P6 � <br /> D3 � � I ' I � I j � <br /> I ' � � ' -_-T.--.�- - ---- --1 ! ■_ <br /> T_—.j ' _ — — � �-�-�- -I--=�_e,�-._�, t � . <br /> ._._. .—. �. 1. 1 __�_.,..._^_-r. ,------------ �- ---- ---� � � <br /> 7 1 � � °�° B RING WALL ABOVE � �x6 � � � . <br /> S6.0 � � I o J� � � PONY o = <br /> �� � N 1 WALL oo � � <br /> \ � � N � I � � <br /> � I I �.� I <br /> j � � . <br /> � � � ROVIDE 2x4 PONY -3" _12y4" � � <br /> � WALL AT HIGki FDN � <br /> ' L_^�._—_� �f 't__--_____—_ _�.— _--___ —__ _L�— —J ' � O V <br /> -i� r---------�---- --STHDt4 -��-- ---^---i jI ---�----� a, � <br /> STHD14 3 <br /> �� I -5" T.O.S. �� ��jCi. p1 � I� io � � <br /> �� P3 �B � �� i � . <br /> R ( .� <br /> `� �� � SLOPE 1" _J �� <br /> � i� �------ -----------------�----___._�-_--�- I' <br /> � ------- ----- - _ <br /> �- ------ -------- '"'-�- � T FRAMING CONTRACTOR SHALL <br /> _ � _12n "—� VEFZIFY HOLDOWN LOCA�iQNS <br /> PRfOR TO POURING FOUNDATION. <br /> D1 3'-�OJ�q" . <br /> 1'-3%q." 20�-4�2p ALL EXTER(OR SHEARWA�LS <br /> ' 24'-S%4" SHALL BE P6TN U.N.O. � , <br /> � � <br /> LOCATION OF DOWNSPOUT RISER BOOTS REVISED � <br /> FOUNDt�TION PLAN � '� � � <br /> 26��-� , �, o � <br /> �/4" = 1'-0" CRAWL. SPACE VENTiNG: <br /> REQUIRED: 770 SF/300 = 2.57 SF = 370 SQ. IN. � <br /> � � V <br /> PROVIDED: 435 SQ. IN. - 6 VENTS C� 72.5 SQ. fN. � � S N <br /> LOCATE VENTS WITHW 36" OF CRAWLSPACE CORNER+ � <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NO�fE FOR � � � 3 <br /> GROUND G0�lER. � � � � <br /> ION NOTES .�' � o � <br /> FO U N DAT � L Z <br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR'NFORMATION. HANGERS NOTED ARE SIMPSON STRQNG-T1E. � � ; _ <br /> NAILWG ANQ OTHER PERTINENT STRUCTURAL p� FOUNDATION WALLS: FOR TYPE "P" (PLYWOODj � <br /> L E G E N D WALLS (N CRAWL SPAC� ARE 2x4 STUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH � � W � . <br /> ALL PQNY � � <br /> UNIESS NOTED, SIDE OF VENT. -- <br /> 0 <br /> 2x10 C� 16" OC UNLESS NOTED SHEAR WAI1S SHOWIV AT F4UNRATION WAL�S ARE FOR PROVIDE 4" PERFORAlED �OOTtNG DRAtNS AT PERIMETER � �.• . <br /> PLATE ANCHQR PLACEMENT. S�E SHEAR WALL SCHEDULE OF ALL BUILDINGS. N <br /> �OR SPACING. � <br /> SHEAR WAIL- SEE NQ�ES ON THIS SHEET STEP FOOT{NGS AS REQUiRED TO REACH FlRM BEARING - � <br /> 0 <br /> WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. m • <br /> Fg �LUSH BEAM PLYWOOQ. IT MUST BE APPLIED 70 THE SIDE OF STUD � <br /> WALL WITH THE SYMBOL. SOME PLYWOOD SHEAR WALLS FQUNDATION VENTS PROV1pE 72.5 S4. IN. NET FREE AREA � , <br /> MAY REQUIR� 3x4 S7UDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � ' <br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES p <br /> SHEET S1.1. ° <br /> —()o DOWNSPOUT: PROVIDE TIGHT L(NE & RISER BOOT CO.NCRETE FOUNDATION WALLS ARE 8" THiCK UIV��SS N , <br /> ALL WOOD IN CONTACT WlTH CONCRETE OR EARTH SNALL NOTED OTHERWISE. o Jo6 No.: 14-38 <br /> +#�" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED � <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND f1NISHED SURFACE AROUND THE BUILDING SHALL SLOPE � Sheet No: <br /> -�-�#" FINISH SLAB ELEVATION JOISTS �XPOSED TO THE WEATHER SHALt BE AWAY NO LESS THAN 2% FOR AT LEAST 5 �EET. o <br /> PRESSURE-TREATED. � <br /> COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE � <br /> � Q POST SIZE & NUMBER OF BUNDLED STUDS SEE SHEETS S9.0, & S9.1 FOR 7YPICAt WOOD FRAMING VAPOR BARRfER. '� <br /> • DETAILS. <br />