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WEIBLE <br /> Ps i ss.o oF rreQ Foo�nNcs � i i ' <br /> I L---- - ----4�x8 HDR TYP--- --�- --------------------------- --------- STATE OF WASHINGTON <br /> � --- - - ------- —�— - ----- ----�------ � <br /> �, � ---U.N.O_-- � � <br /> -=3 --------=3- ------ -------- <br /> g�4� I �------- -- - - - - - - --- - -� I � 1Q <br /> � i n � » r n r n � p r p � <br /> I �� 5-6%q. � 5-6% � 5 6/ { 5 6/ � 5-6%q. � �-6% � � i 56.0 <br /> � <br /> j � �'-6� 5'-0" j j � <br /> � � � � BEARING � STHDI4RJ � <br /> �,,i � � WALL ABOVE � � '- <br /> ' ----- I � o � <br /> � I � �-�----- I-� 2x4 PONY WALL � � � '� <br /> ----- <br /> I � � �-4x8 HDR �$� o OR SHEARWALL ABOVE� I � a <br /> � � � �---- -, 1 � 4._5�. 4,_3�4� P6 10'-10� I � "' <br /> I "' � _ � <br /> � I I � - <br /> � �--`�-------------------� �--- � ------ ---- --J � `^ v <br /> � � �- � --- --- - --- ---- - � '� z <br /> I - <br /> �� ��/� ���i�s���� �������� ��� . '. ... . . : . ��� <br /> — � , N <br /> � <br /> � f . ------------------ ----� � � <br /> ----�-------------�---- -�- ----------- <br /> ` ; i i--6'-9 fq." �5'-11%» �2'-7�„ �� 19 I j � � <br /> M � I � S6.0 SlM. i ( � c <br /> _ rn =� � � BEARING �- ---- -�---� � , I � � <br /> � `� �` � � WALL ABOVE � � f 1 � <br /> � � � <br /> � j I � -14" ---- ' } ' � � <br /> 1 I � I I � i � <br /> I �, I � <br /> � j STHD]4RJ STHDI4RJ I I � I I � � � o <br /> N <br /> � � � t_^_._ BEARtNG WALL � � <br /> ...----- ,.�— — ----- a� s <br /> P6 � I I � � ABOVE r---� � I � ��`. <br /> � 4'-9 p � • 2'-11 " �4'-4 � <br /> I �4 � 3-4 Yz � �4j� I P6 �., <br /> Ir- --- -------- - -- -- �----� � <br /> I 1 „ P6 P6 I L__ _ _ � __J j z � <br /> i i -�zv4 � 2 siM. � --T--- --�------r- - � <br /> - - -�-----�--- --- <br /> I I S6.0 D7 I '—' <br /> I 1 12'-11/4A 5'-0%q." 2'-4y2! r-- -------------- -----, I <br /> I � 16 18"x24" � I STHDI4RJ -a <br /> � � � I 56.0 CRAWL <br /> � I � cc <br /> I I � I SPACE i � 0. � <br /> I I I <br /> I 1 I � ACCESS. � � 1 .� � <br /> I I j � I � . D1 � <br /> I I CONTROL J�lNT � I � � � � <br /> 1 j AT MIDWAY S6.0 P6 � � � <br /> � � � I I � � � � <br /> . cn I I I I 4 � � `r <br /> � I I D � � � D2 17 � � 10 �- � � � <br /> � � 3 3� C O N C. S L A B i i s s.o i s s.o r .� o <br /> � i i ., <br /> I I 14 OVER 2 SAND -123/a" { � j � o r <br /> I I S6.0 SLAB SLOPES 31z" r-� �-- -- ---� I �"� <br /> � � FROM BACK TO APRON � -12Ya"� j � o <br /> I 1 4 r----- � PONY WALL � � �_ <br /> I I l f � I � � I � <br /> I I I I � HDtl8 3 � HDUB � I <br /> � -12Ya" I I " " � <br /> I I �5 1 -3 I ------D� -� ---- I <br /> I 1 S6.0 � � � � °O <br /> I 1 � � I 1 � _ � <br /> I I +32 I ( �---- -- - --- -- a <br /> I ( 17�" D1 I ( P6 _5� I I � o <br /> � � HDU8 HDUB ( I P2 I I z � <br /> �- ------------ --- -- ---------- —J } -I-32» I ( � � <br /> 6 -3» I I "' � <br /> � <br /> � -------r------ - - -- ---------- � S6.0 � � � ia <br /> _ � - ---- ------------- -------------- HDU8 SIM. <br /> �aus P2 0 � � 6x6 W/ABU66 33�i$" �N�,. SLAB i i `� 11 0 <br /> t'-9�" 16-3 ;� j L_L'Q,SI.BA�E--- -L�-��---------� - A8 S6. �, r- <br /> , n .. - <br /> - 31'2p ------- --- -- ---- '1 N II <br /> P2 - � <br /> -12Ya" -sYa" ��, � <br /> FRAMING GONTRACTOR SHALL CONCRETE STAIR � �' "' <br /> D1 <br /> � VERIFY HDLDOWN L�CATIONS PRIQR 12"x48" TREADS <br /> TO POIJRING FOUNDATION. S" MAX. RISER 3y2p '-4�/4 4'-0" »�-�Y4� 3�2� POST BASE 66 <br /> 35'-0" <br /> 3.�'r S�1 FOU N.DATION PLAN = � <br /> ��4�- ��'��� o t� <br /> CRAWL SPACE VENTING: <br /> REQUIRED: 1104 SF/300 = 3.68 SF = 5�p SQ. IN. � �. <br /> PROVIDED: 580 SQ. IN. - 8 VENTS C� 72.5 SQ. IN. � � O � <br /> LOCATE VENTS WITNIN 36" OF CRAWLSPACE CORNER, U <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR � � � � <br /> GROUND COVER. M N � � <br /> AI�L �XTERIOR V���q/ I.L <br /> SHEAR WALLS Y♦ •1� � ' <br /> SHALL 8E P6iN F p � � D A T 1 O N N C? T E S t� � � � <br /> U.N.O .� <br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING HANGERS N4TEQ ARE SIMPSON STRONG-TIE. � ''"" <br /> L E G E N D �tAILWG AND OTHER PER7IN�NT STRUCTURAL INFORMAl10N. � �� d � <br /> ON FOUNDATION WALLS: FQR TYPE "P" (PLYWOOD) � � _ <br /> � ALL PQNY WALLS 1N GRAWL SPACE ARE 2x4 STUQS SHEAR WALLS, PROVlDE AN EXTRA ANCNOR BOLT EACH �'j > <br /> UNLESS NOTED. SIDE OF VENT. � s W � <br /> 2x10 t� 16" OC UNIESS NOTED � <br /> SHE,4R WALLS SH01NN AT FOUNDATION WALLS ARE FOR PROVlDE 4" PERFORATEp FOOi1NG DRAINS AT PERIMETER � — <br /> PLATE ANCHQR PLACEMENT. SEE SHEAR WALL SCHEQULE 0� ALL BU(LDlNGS. � 0 <br /> SHEAR WALL- SEE NOTES ON THIS SHEET �'OR SPACENG. ■� O. <br /> WHERE SHEAR (PONY) WALLS IN CRAINL SPACE REQUIRE '��P FQOTINGS AS REQUIRED T� REACH FiRM BEARING - � <br /> FB FLUSH BEAM PLYWOOD. IT MUST BE APPLIED TO THE SlDE QF STUD SEE 4,5�S6.0. Q <br /> HDR NEADER - SEE S1.0 FOR LUMBER VALUES WALL WITH 7NE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATiON VENTS PROVtDE 72.5 S4. II�. NET FREE AREA °' <br /> MAY REQtJIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � <br /> —� Dp1NNSP0UT: PROVIDE T1GHT LINE & RISER BaOT SHEET. S1.1. M <br /> ALL WOOD IN CONTACT WtTH CONCRETE OR EARTH SHALL C4NCRETE FOUNDATION WALLS ARE 8" Tt-tICK UNLESS � <br /> +##" ELEVATlON AT TOP OF CONCREiE BE PRESSURE-TREATED AND STAMPED BY AN APPRQVED NOTED OTHERWISE. r, <br /> AGENeY. ALL EXTERIOR COLUMNS, BEAMS AND o Job No.: 14-38 <br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEAT�IER SHALL BE FINISHED SURFACE AROt1Nfl THE BUlLDING SHALL SLQPE o <br /> AWAY NO LESS THAN 2% FOR AT LEAST 5 FEET. <br /> • PRESSURE-1REATED. � Sheet Na: <br /> - � Q POST SIZE & NUMBER OF BUNDLED STUQS SEE SHEETS S9.0, & 59.1 FOR TYPICAL WOOD FRAMlNG C01lER CRAWL SPACE FLOOR tMTH 6 MIL. POLYETHYLENE � <br /> - <br /> . DETAILS. VAPOR BARRIER. � <br /> _ <br />