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FLOOR `i_ i ... : <br /> = I AT +0'-0� - -- -- - -= ------ -------- ---, � N . <br /> d- � <br /> s <br /> � � <br /> � �0 � { " � � D� �P ORTL �1�%4» i t j o � 5052 REGISTERED � <br /> �. 56.0 � 2x10 C� i 6 OC T1P. I � � . <br /> � ARCHITECT <br /> I .. : <br /> � u� <br /> I � ' 7 � j 1'-0" � • ° ' <br /> 1 f � S6.0 � ( . . <br /> � � ROBERT E. WEIBLE " <br /> i <br /> i � m� � i � STATE OF WASHINGTON <br /> � � o I � I . <br /> X � <br /> � � N 1 --�-�---- � - <br /> � i .�� i i i �a � <br /> D3 "a '' <br /> ------I L_---------------- 4x8 HDR- ------ ----- -------- -- . -- ----� i � > .. <br /> ---------�--- --- �� ----- �; <br /> � i _r � . <br /> � � �------------�--------------� � �_ ___ --------- -------- <br /> � i I 6'-5�" 6'-5�q." ! � 5'-1%" � 5'-73�" , s._�„ � j L ' • <br /> I I 13'-9%" � � � � s .� � <br /> I I � � - ,. : <br /> � � � � � 4'-4 q�" 4'-q.�/" ( i� = a ' . � <br /> � � L� `� � � 1Q o `j �; <br /> N � � 18" FTG x 10" I � �. -------- O------ --------- - � a . <br /> � 3 4x8 HDR I S6.a � s <br /> a° 1- "3 '_ v <br /> �.�..� ��.��.� '� � <br /> DEEP W/ E2)#4 » � -- 18"x24» �----- <br /> I I � <br /> i i LONG & #4 C� i2 I r-____ CRAWL '�� i DBL m-------_�_.� � � . <br /> Q.G SHOR� TYP. 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N � <br /> � i t i i � �, _ ';a' � <br /> � � I 1 I a .� . . <br /> � � � PLUMBING 7 � 1 � a" � <br /> � F I X T U R E �1 ti.�- � 2 S6:0 � � z � <br /> � � A80VE--�•.I I � o � <br /> � �1 D1 SIM. � � <br /> j �-----------1-�= -- ------------- ------� I j -12%a" � .. <br /> � � ' <br /> � <br /> � � :� <br /> � --------- ---- --- =-- -- -- - ---- � I �-STHDIORJ -a <br /> � � » 1 .. <br /> 1 � THDI4RJ -.1���' P6 -14" STHDI4RJ STHDI4RJ � 1 � � �'- � . <br /> 1 � � , � T <br /> 1 � Ps I � I � � ao <br /> � �p <br /> j � PROVIDE 2x4 PONY � � p ss.o � � � � " <br /> I ► WAtL AT HIGH FDN i � - -- -SIM._. _j � -3p o ,; ; <br /> � � � � <br /> 1 I I ' <br /> I 1 j � N � . <br /> - I � � -- --- --- -� � <br /> 1 ! 1 STHD10 � � � � <br /> 1 � I -5" � i r- <br /> � � i � ! a o . . <br /> I „ � � „ I � � � � .. _ <br /> I � -3 1 3�Z �C. I � p <br /> � � :� . <br /> ! � � , �B 7 <br /> , m 5 14 1 � SLdP� 1�/4" � � p� ;� <br /> D1 S6.0 i i � ■� � <br /> °' � 1 11 � ( � <br /> � � i � 56.0 ( 1 � � <br /> � �-----^------y� ��-12�4„ �I .. <br /> 1 <br /> 1 l � . m � <br /> � <br /> ,. . <br /> i � 3�i" CONC. SLAB ° �------------ - 3 � � � <br /> o i i � o . . � <br /> � i o <br /> i i N r . <br /> P6 � � '-4x4 W/ ABU44 � <br /> �_� �,_�„POST BASE � <br /> � E � -l2Ya" � P6 . „ <br /> 1 � S1.2 1 i � 8._�r � � <br /> I j -12�z" � " <br /> I � -97%z" Si.2 j � � :� . <br /> I c� e- <br /> '� L_ ------------------ --- ---------- --� � 0 11 '. <br /> V <br /> I �_�_�_�_����_���� �� �_�_������ � V1 , <br /> �� ��_�_���_������_�� _�_��������� _ J T . <br /> P2 6 15 H�U1 P2 Dti14 . <br /> HDU1 DU14 Da S6.0 � <br /> 2'-10�"- 16'-3" 2'-10y" . . ' <br /> 22'-4A . • <br /> CRAWL. SPACE VENTtNG. .E.i <br /> REQUIRED: 898 SF/300 = 2.99 SF � 431 SQ. IN. � � �� <br /> PROVIDED: 580 SQ. IN. - 8 1�ENTS � 72.5 SQ. !N. � . <br /> LOCATE VENTS WlTMIN 36" OF CRAWLSPACE CORRiER, �O FOUNDATfON PLAN O � <br /> . UNLESS NO�ED. SEE Q1 CRAWLSPACE NOTE FOR „ , # � � Q <br /> GROUND COVER. 1/4 =1 -0 � . <br /> � � G� o � � <br /> � o <br /> FRAMING CONTRACTOR SHALL � �� � U �+ � <br /> VERIFY HOLDOWN LOCA170NS PRIOR � � � � . <br /> TO PQURtNG FOUNDATION. � � <br /> FouN � A -ri � N No M � � = . . <br /> . TES � � .� <br /> SEE STRllCTt1RAL SHEET S1.0 FOR ALL FLOOR SN�'ATNING HANGERS NOTED ARE SIMPSON STRONG-TIE. � �� '~ � <br /> L E G E N D NAILING AND OTHER PER}7NENT S7RUCNRAL INFORMATtON. � L Z :� <br /> ALL PONY WALLS tN CRAWL SPACE ARE 2x4 STUDS ON FOUNDATION WALES: FOR TYPE "P� (PLYWOOD) `M � � O � <br /> UNLESS NOTED. SHEAR WALLS, PROVlDE AN EXTRA ANCHOR BOLT EACH S W � � <br /> 2x10 C� 16" OC UNLESS NOTED SIDE OF VENi". � � � <br /> SHEAR WALLS SHOWN AT FOUNDA170N WALLS ARE FOR �' � <br /> PLATE ANCHOR PLACEMENT. SEE SNEAR WALL SCHEDULE PROVIDE 4" PERFORATED f00TING DRAlNS AT PERfMETER � 0 � , <br /> FOR SPACENG. OF ALL BUILDINGS. � Q. <br /> SNEAR WALL- SEE NOTES ON THIS SNEET ��°� � <br /> WHERE SH�AR S�EP �'OOTINGS AS REQUIRED TO REACN FIRM BEARING - <br /> FS FLUSH BEAM (PONY) WALl.S tN CRAWL SPACE REQUIRE SEE 4,5/S6.0. �, � <br /> PLYWOOD. tT MUST BE APPLIEp TO THE SIDE OF STt1D � <br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL WITH THE Sl`MBOL. SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. !N. NET FREE AREA � <br /> MAY REQUlRE 3x4 STUDS. SEE SNEAR WALL TABLE ON PER STUD SPACE. o " <br /> —�@ DOWNSPOUT: PRQVfDE T1GHT L1NE & RISER BOOT SHEET S1.1. �, . . <br /> CONCRETE FOUNDATfON WALLS ARE 8" TFiICK UNLESS o �� <br /> +##" ELEVATION AT TOP OF CONCRETE ALL WOOD lN CONTACT WITH CQNCRETE OR EARTH SHAC.L NOTED OTHERWISE. '� <br /> BE PRESSURE-TREATED AND STAMPED 8Y AN APPROVED o 1ob No.: 14-38 � <br /> - - +##" FlNtSH S�AB ELEVAT(ON AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND �INISHED SURFACE ARQUND THE BU►LDtNG SNALL SLOPE � <br /> JOISTS EXPOSED 70 THE WEATHER SHALL BE AWAY NO LESS TFfAN 2� FOR AT LEAST 5 FEET. � Sheet No.: <br /> PF�ESSURE-7REATED. o � <br /> - � QX POST SlZE & NUMBER OF BUNDLED SNDS N � <br /> � SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMfNG ���R CRAWL SPACE FLOOR Wlil-I 6 M(L. POLYETHYLENE � ,. ; <br /> DE?AILS. VAPOR sARRIER. � , � � <br /> . . _ . <br />