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WEIBLE " <br /> � i � � 5 STATE OF WASHINGTON � <br /> o D1 <br /> � t I { <br /> _ � I I I <br /> � o _5„ � � 7 2 i � ' <br /> � � S6.0 D1 -�`�» i I � <br /> `r � � STHDI4RJ T.O.S. P3 � � ? <br /> � - -----� ----------..1 i sTFiD14RJ �' <br /> ----------- ----------- -- m � <br /> L <br /> � N • <br /> ' � -- - ----- ----------- ------ a' <br /> � — --1 r-------- —, i .L <br /> ' ' � FIN. 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' <br /> � � I 15-6� TZ�_4 ! ^ ' X�� � + j � P6 � <br /> °o � � ..� _ ¢� m x �tt <br /> � � 30 � � m � ��� o � � � � � <br /> P6 � F7G W� I � 1 � - - I � o ! a o <br /> _ � � j � c � <br /> I � (3)#4 EW � - � � � � � D1 � o <br /> � ____._.�---------- ---------------- �0i-- �J L- --�-- ----- -� I TYP. � <br /> HDR �- � <br /> ----�---. -----J� ,�--- ---�-- ------�-- - - — -- - ---- �� <br /> �----- <br /> I � � . <br /> � r---_�._.�- ----�------------�-- -----�-_--- � ------ ---- I o0 <br /> x <br /> I .. <br /> 2x4 \ <br /> 10 f ( � 1 I PQNY � � <br /> ----------- <br /> ss.o ! � s'-�o" ' s'-2" ' s'-2" ' � WAL� � � m a <br /> � � <br /> ^ i I T 12 f4" � � 6='�1�- �l i � Q � , . <br /> PROVIDE 2x4 PONY � � <br /> � � � -0�-3" BEARIN WALL , � <br /> WALL AT HIGH FDN _ aBD I <br /> a <br /> [ ► r------ -- --- - I Q � <br /> ; i i I � , <br /> io <br /> , -0'-3" I �-.��! � I . <br /> ( 1 °° � r---- �---------i 1 � I � � <br /> �----L - -----� ------ -�-�- -12�/a� _ <br /> � -0'-5n STHD14 � I � � <br /> I I Sll-tD14-RJ ;; � <br /> � T.O.S. � a �I <br /> �1 r-------------- - HDU11 `7 I -----��._---- � �, : � <br /> HDU11 ,� PROVIDE 2x4 PONY <br /> � �� � 3l� CONC. j � WALL AT H1GH FDN . Agp�R� T . <br /> = j' II P2 �B „ I � <br /> d- 11 I SLOPE 1l/4 I A Pz ' <br /> II �-------- ------J II � <br /> ----- --- ------- II — <br /> -��� 7 FRAMING CONTRAC70R SHALL <br /> p� VERIFY HQLDQWN LOCATIONS � <br /> 1'-3%' g�_g^ 0 2' ��_�� PRIOR TO POURtNG FflUNDATION. <br /> �p'-g�" �•_3p 7'_���� ALL EXTERIOR SHEARWALLS <br /> SHALL BE P6TN U.N:Q. � � <br /> ' LOCATION OF DOWNSPOUT RISER BOOTS REVISED � � <br /> � � <br /> 2� 5- FOUNDATIQN PLAN � `� � o <br /> a� <br /> 1 fA�" = 1'-0" - CRAWL �PACE VENTIN�: ,� � ��,, : <br /> REQUIRED: 803 SF/300 = 2.68 SF = 386 S4. IN. � �/ „� t/� ..' , <br /> PROVIDEQ: 435 SQ. tN. - 6 VENTS � 72.5 SQ. IN. � tn d . <br /> LOCATE VENTS WITHIN 36" OF GRAWLSRACE CORNER, � � ; ♦S <br /> F O U N C� A T I O N N C� T E S � �NLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR �� � <br /> GROUND COVER. �y *; � <br /> +-� O <br /> SEE STRUCTURAL SHE�T S1.0 FOR ALL FLOOR SMEATHING HANGERS NOTED ARE SIMPSQN STRONG-TIE. L Z <br /> NAILING AND OTHER PERTINENT STRtlCTIJRAL INFORMATION. �j �y <br /> L E G E N D �N FOUNDA�ION WALLS: FOR TYPE "P" (PLYYVOOD) � ._ ? _ <br /> A.LL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVlDE AN EXTRA ANCHQR BOLT EACH � � W O � . <br /> UNLESS NOTED. SlDE OF VENT. � _ � � <br /> �x10 C� 16� OC UNLESS IVOT�D '� � <br /> - SHEAR WALLS SHOWN AT FOUNDAT(ON WALLS ARE FOR PROVfDE 4" PERFORATED FOOT►NG DRAfNS AT PERIMETER � a <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUI�DINGS. � <br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. . <br /> ' STEP FOOTINGS AS REQUIRED TO REACN FIRM BEARlNG - � •� � <br /> FB FLUSH BEAM WHERE SHEAR (PONY) WAtLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. 0 � <br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD ? <br /> NDR HEADER - SEE S1.Q FOR LUMBER VALUES WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATiQN VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA � <br /> MAY REQUIRE 3x4 STtJDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. N <br /> —� DOWNSPOUT: PROV(QE T1GHT LINE & RISER BOOT SHEET 51.1. � � <br /> ALL WOOD !N CONTACT WfTN CONCRETE OR EARTH SHALL CONCRETE FOUNDAl1QN WALLS ARE 8" THICK UNLESS N <br /> +�#" ELEVATION AT TOP OF CONCRETE NOTED OTHERWISE. ,�, <br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED o 1ob No.: '14-38 . � <br /> AGENCY. ALL EXTERIQR COLUMNS, BEAMS AND � <br /> �lNISHED SURFACE AROUND THE BU(LDING SHALL SLOPE <br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALL BE qINAY NO LESS TNAN 2� FOR AT LEAST 5 FEET. � Sheet No,: � <br /> : PRESSURE-TREATEQ. fl <br /> � O POST SIZE & NUMBER OF BUNDLE[� STUDS COVER CRAWL SPACE FLOOR 1MTH 8 M(L. POLYETHYL�NE °� • <br /> SEE SNEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. `� <br /> DETAILS. � <br /> " z �' � <br /> / <br />