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' >��:; <br /> �'.y,,•S Y`::�.: .G::.y,ry . .. ;,Sr, <br /> . � » � � � � ; .y��":::^u3'..'.Y�::>� �:<a;:'i1a's::',�..s;�,.;i�"�FF,�.�.'.�eY,�,vt�`>`.��:�.i#�'y;%Ff� ' <br /> � -12%a PONY WALL ,; '�::.�::,:�<::�.:. ,>�::�'°:::�,�:::::�:.,��:�>;�;;;;�;:,,�..;���" , <br /> � I 7 � I ._5 I i � '��;:�;;, ��:: .�„,;,.f<.. ;:3:::<>:�.;�v;.,:,�>.;:,>_ , <br /> � � <br /> � S6.0 SUPPORT � � P4 � � � 5�������'����r 5'���� <br /> � � � � r � � �`�.,.� �; ; . <br /> ����`����F���F�'�;��€rr::��:������. <br /> � � � � STHD74 ( STHDI4RJ �>�� � ;. <br /> 'r � � --����T�.—����—.��J L ;� � �., � .�..:..�r.,,�, ga,;; <br /> � —3 I ;��;��'��4,�:�����;���'�� ;��,,`��> <br /> � � � ���:�����'���4g: ��� €� � � �'��.�, <br /> i�— y��.,��e<��:,�.,��,�;,1`��,����'t1�t�h.�: ;:�' <br /> � � FIN. FLOOR � � :�<, �:�::::> ;<�,:;_;::�:<�..::��.:::<:�.>.,9:..:�:. . <br /> � °, <br /> .. <. ,::. �, ::,::. <br /> ,. ,,:,<.:. ....::.... .:::� <br /> .:::... .... ...... <br /> $ <br /> w..>:.: <br /> �-- - - -- ------ ------- - � <br /> � � AT +0'-0" - -- �' N <br /> .� � N N <br /> � 10 j i � ONY WAL _�2%a � 1 0 <br /> �. S6.0 � I 2X10 � 16" OC �TYP.)_ UPPORT ' ( i � 5052 REGISTERED '. <br /> I � ' 7 I ��._�,. � ARCHITECT <br /> � � � S6.0 � � <br /> � � I <br /> . � � <br /> � m � I E ROBERT E. 4VEIBLE <br /> � � �`� � I � STATE OF WASHINGTON � <br /> � I o � � I � , <br /> � a <br /> . i � ^' � ._,.1�_.__�_ S� <br /> i I v � � I �� �j _ <br /> � �---------------- ------ ------ ----- -------- � ---- ----� � � D3 � <br /> -—-—-� ------ - 4x8 FiDR- --� ----- _ � > � <br /> = i � � � <br /> -- ----- ----- --------- r � <br /> � � �-----------�- -, � �-- � - ---------� i ; <br /> - I I 6'-5�/4" 6'-5%4" I � 5'-1%� 5'-1%" � g'-0" I � � <br /> 1 <br /> � � � 13'-9�" j � I � I � :L' .. <br /> N j ' � ' ^ 4'_4 4n 4•-4�4n � � 10 � � � <br /> 0 <br /> <" � . <br /> -------- --------- ------- co �.�: <br /> i 1 I 18" FTG x 10" � � d- � 4x8 HDR I 56.0 <br /> � �� ���� M N v <br /> 00 � � DEEP W 2 4 I— �---- . <br /> I 1 � � �# I �� __18"x24"--_ � ' <br /> I i LONG & #4 � 12" I r-- CRAWL --� � DBL� o____....------� � �N � Z . , <br /> I I O.C.. SHORT TYP. � � SPACE o i i � � � � . <br /> � »- <br /> I I _ pF TlED F'OOTINGS � � ACCESS � � -� °' <br /> � �-- — --------- -------� �------------ ���� ------- ----� � ''� .� <br /> I 4x8 HDR - I " <br /> —T_-- �������r�.�.�i�� s��������������� r ���� ���� .— Q <br /> � ���. 1 � ._—.— �- . <br /> � _ �__� �^__� _��_���_� ��___��_�_ �_�� _ � C . <br /> _ � �--------- , <br /> I � , 4x4 POST (TYP.,U.N.O.) 17 � 16 � � � <br /> I � STHDIORJ <br /> - 1 � 5'-7�q." '-7%" 5'-7 4" 5'-7%" S6.0 5'-7%q, S6.Q � � _ � :� <br /> � o <br /> _ o. ' � f � P6 _t o <br /> � � � I � � � r <br /> I I � ' j � � <br /> c0 � a ' <br /> I L <br /> � � PLUMBING . � i j =� � � <br /> I � FIXTURE ��t� � 2 � <br /> � � ABOVE—��I ! D1 56.0 � I o z Q `. " <br /> 1 <br /> � ----�-�= �- -----------=- -----� I � -12Ya" -i <br /> L------- <br /> � ♦` I � � <br /> I <br /> � --------- ---- --- --- -- -- — ---- �l I �-STH010RJ <br /> j j TND14RJ �1��4� P6 —14" STHDI4RJ STFfD14RJ �l I � I � <br /> °i cfl <br /> I I P6 1 j I j � �; <br /> I I � I 4 6 � � � o0 <br /> I j PROVIDE 2x4 PONY � I p� S6.0 � � o t° �� <br /> � � WALL AT HIGH FDN � � _ __ _SIM._ _� � -3� Q � <br /> I I I � � � <br /> I I � `� <br /> I I I — � � <br /> I I I � STHD10 �-5 -- -� � � <br /> � � � " I � .. � <br /> I I I � � j o� o . <br /> i i -3" � i 31�" t.'ONC. � � � � r <br /> � <br /> � <br /> � � � �° o <br /> o� 5 14 � � � � S(.OP�E B a" I � Dl P. � <br /> a, D1 S6.0 I I I j 71 j � ■s <br /> " � � � 1 56.0 I �N � <br /> I � � � <br /> � I � �___-----------r� ��-12Ya" i' �� <br /> I I I <br /> � � � T .. <br /> � '` ^^ ^ M /� m <br /> I I 37`"2� WJN`i. �?L�i6 p � r--------�,�_ _ � _ � <br /> � I � 3 � <br /> ► I `" � � --4x4 W/ ABU44 � <br /> P6 i i 1 -12Ya" � P6 7'-0" �'-0"POST BASE o � ; <br /> � 8'--�" s� � <br /> ( � Si.2 I " <br /> I I ' „ 1 � � ^ <br /> I � -12/2 -173�z" ' <br /> IL_. ------------------- — --- -- ----„$1.2 J � p . <br /> � <- — —— I a; r <br /> ----------------- -- ---------- � a �� <br /> I �., _ <br /> � �- - -----------------�- -�---------�-- -� d' <br /> - - - - - � <br /> P2 8 15 NDU1 P2 DU14 T' '' <br /> - HDU1 Q�14 D1 S6.0 ' <br /> 2'-]0�" �g�^3" 2'-10�" <br /> ��f^oA . <br /> LOCATf ON OF DOINNSPOUT R►SER 800TS REVISED ' � <br /> CRAWL SPACE VENTING: � � <br /> REQUIRED: 898 SF/3Q0 = 2.99 SF = 431 SQ. IN. <br /> PRpVID�D: 580 SQ. 1N.»- 8 VE►�TS � 72.5 SQ. IN. � � e � O = � <br /> LOCATE 1/ENTS WI�HIN 36 OF' CRAWLSPAC� CORNER, OUNDATIt)N PLAN L � <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR � <br /> GROUND COVER. 1/.4�=1'-0" t2. :� . <br /> C <br /> FRAMING CONTRACTOR SHALL ' � +�+ � <br /> � VERIFY HOLDOWN LOCATIONS PRIOR � ,� _ �U <br /> TO POURING FOUNDATION. � N � y . <br /> � iL <br /> � � � � <br /> FOUNDATIflN NOTES � `� � � : - <br /> � � <br /> SEE STRUCTURAL SHEE7 S1.0 FOR ALl. FLOQR SHEATHiNG HANGERS NOTED ARE SIMP50N STRONG-TIE. � �� i Z <br /> L E G E N D ���L��G AND OTF-IER PERTINEIVT STRUGTURAL INFORMATION. � � _ . <br /> ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) � > <br /> ALL PpNY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVfDE AN �XTRA ANCHOR BOLT EACH � S W � <br /> UNLESS NOTED. S1DE OF VENT. � � � <br /> � 2xi 0 � 16" OG UNLESS NOTED ._ �� <br /> SHEAR WALLS SHOWN AT FOUNDATtON WALLS ARE FOR PROVIDE 4" PERFORATED F0077NG DRAINS AT PERIMETER = � <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. '� a' <br /> . SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACENG. � . <br /> STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - <br /> FB fLUSH BEAM WHERE SHEAR (PONY) WA�LS !N CRAWL SPACE REQUIRE SEE 4,5/S6.0. . � ; <br /> PLYWOOD. IT MUST BE APPLIED TO THE SIQE OF STtld o � � <br /> WALL WITH THE SYMBQL SOME PLYWOQD SHEAR WALLS �' ? � <br /> HDR HEADER - SEE S1.0 �OR LUMBER VALUES FOUNDATtON VENTS PROVIDE 72.5 SQ. IN. NET �REE AREA <br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � � <br /> —� �OWNSPOUT: PROVfDE 17GHT LINE & R1SER BOOT SHEET S9.1. <br /> � <br /> � ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SNALL CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS � <br /> +## ELEVATION �1T TOP OF CONCRETE NOTED OTHERWIS�. � <br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED o 1ob No.: 14-38 <br /> AGENCY. ALL EXTERlQR COLUMNS, BEAMS AND �INISHED SURFACE AROUND THE BUILDtNG SHALL SLOPE " <br /> +#�" FINISH SLAB ELEVATION JOlSTS EXPOSED TQ THE WEATHER SHALL BE � <br /> AWAY NO LESS THAN 2� FOR AT .LEAST 5 FEET. Sheet No.: �� <br /> � PRESSURE-TREATED. N . <br /> � � O POST S(ZE & NUMBER OF BUNDLED �Tl1DS COVEFZ CRAU1� SPACE FLOOR WITH 6 MtL. PDLYETHYLENE � � <br /> SEE SHEETS S9.Q, & S9.1 FOR TYPICAL WOOD FRAMIN� VAPOR BARRIER. <br /> = DETAtLS. � � . <br /> _ _ <br /> � � , <br />