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35'-0" <br /> 16'-2" 18'-10" <br /> 8%' 4�_g�� L 12'-7%2" �,_8��,� <br /> 1 -�� - <br /> 8 6x6 W/ ABU 66 <br /> S12 POST BASE 2'-� 6x6 W/ ABU 66 <br /> ; ,� POST BASE <br /> o D7 - - P4 t€- .3�1 CiONCi. �3 �� ' <br /> \ o <br /> �', � � �;' „ PA710 SLAB _ � �, �` � <br /> ss.o � <br /> STHD14RJ i „ � � -15" � <br /> � <br /> ---_ ____-12/� .------ STIJ-D14 _ � � II i � � <br /> , <br /> r <br /> �— i -- - ( <br /> I � � , . -10"'1 S82 I I "�' � � �' 1 � � �' � � � <br /> --------------- -------- <br /> I I ONY WALL I � 5 P4 ' � o <br /> i i SUPPORT i i � i i � � �' � �; � �; � � � 5 � <br /> L---- - - ------ ; <br /> --------- ', � � ! � <br /> � �2x10 � 16" OC (TYP.) � _ -- - __-� �- � .�c . � <br /> I I I '" \ J - i � � I �5 �e�r#rat ���< ��`e 2#� " <br /> I I -12%a --- -- --r--�---- -� �--- --- ---� � STHD14RJ �{���hn�f,�A���3��tt��t ����� <br /> „ �- - � � <br /> \ � � -3" STHD1 - 12�/ '� , � i i ( � 1 � �������;� � ��,��8���� ,. <br /> � � � D1 +���� +����������r����r��}��m'; <br /> o P6 � � FIN. FLOOR 3 S6.0 I i <br /> � � AT +0'-0" �� � � <br /> 10 I I � I � <br /> S6.0 � � 6�_g�� 6�_8„ ��_6„ I � <br /> I 7-6" 6'-8" I 5052 REGISTERED <br /> � ARCHITECT <br /> �I � � -�_J I I <br /> �------- ------ ---- - ------- I I '�r- � <br /> I ------I---- --- ----{- -�------4x8 DB ' <br /> ---� --�-�-�-�-�-� - -�- -�--�.,-�-�-�-• - I I � ROBERT E. WEIB�E <br /> � <br /> � --- ----- <br /> -- <br /> --------------- ---- ---------------- <br /> ^i I I 6x6 �6 I I ~ ^ � i�' � STATE OF WASNINGTON <br /> � I x8 I 24"x30"x10" FTG S6A i i � � I I � <br /> ---� �W� �2) #4 EW � I �..� I �- _.�._ <br /> j ; 6x6 I , I Q I � <br /> I r-63�4' 13'-4y2" � I N I j j > <br /> =N� I � � <br /> n I � 7'-6" 6�-$�8 I 8� N� " 5'_13 � j �, <br />° �,_ /��� 4,_6„ 4, 6 /4�� I <br /> � � <br /> � I I ' I � � <br /> I -------- J L------- � <br /> � �------------�---- -�- -�-------- --- -- - - 4x8 QB J I a <br /> _— ----------�---= -----�---- -----�------� - -�- ----- I-—-—--�� <br /> -� ^ . <br /> P6 r------------------------------ ------------------ --- --- ------� � o o � <br /> I '� <br /> � � � p 18"x24" E I � , �� ? <br /> �� i � I I CRA I j � ,� <br /> b1 I I� 17 � DBL � ACE � I � <br /> � I I S6.0 � J ACCESS i I 1� i � <br /> �B I I <br /> I ��_g" 4'-10��8�, 3'_65�" 4'-103�4�, 4�_ 6�4�, o Q 4,_6„ 5�_�3/4�, i i S6.0 �� � <br /> i i � � � � <br /> o ( � i i i i4x6 POST ,_ ______J '��STHD14RJ g <br /> �i � L------------ <br /> � � -— � -�------ ---- -- - ----- - — � --- — -—- <br /> _ <br /> ' -�- —�- ---- -�--- -j-— <br /> I ? -4�-------------------------- - ------�------- -----�-------- - -- � o <br /> 0 <br /> � �� �PLUMBING 4x6 POST 18" �TG x 10" � I P6 I— �, <br /> � � �`_�, FIXTURE 4x4 POST DEEP W/ (2)#4 � I � o � <br /> � � I ABOVE (TYP. U.N 0.) LONG & #4 � 12" � I � T <br /> `� � STHD14RJ STHDI4RJ ?: O.C. SHORT TYP. � � � <br /> j �-----�-. ----��--------T--�------� ; OF TIED FOOTINGS -� � � -12'/a"� � Z O <br /> _ _ - -_ _._ <br /> �45° I <br /> - I <br /> ----- ------ ------ --- ----- --- - <br /> � �- I � I "d- <br /> � � � P4 -12�/a" -14" P4 � i � � � <br /> � I � 2 � � � I <br /> I � 6.0 p� I I I � `- �, � <br /> � I � � 1 0 � <br />. I � I � I � a � <br /> I , <br /> � � PROVIDE 2x4 PONY j j g j � _3" o � <br /> � � WALL AT HIGH FDN � � °J 3 S6.0 � 1 � � <br /> � i � � D1 SY . -----I I � � <br /> � -------- � <br /> � � � � r . -STHD14 N <br /> ( � \ � �, � �- - -.0 L �' � . <br /> �t � � � � --------� �----�J L � � <br /> _ �, <br /> N i i 3l�" CONC. SLAB 3 � i^--{---- i i Q o <br /> � 14 � I I -5 1 I � c o <br /> � 56.0 � � SLAB SLOPES 3%z" � � 4� �„ � � O o <br /> � � FROM BACK TO APRON � � 9-5 <br /> 3D'2" CON('+. I I� ■� <br /> i i i i SLAB „ —� t �I! �\ � <br /> i � I I P� SLOPE 1'/a I I D1 � <br /> I I I �N � � <br /> I I I I �Q <br /> P6 � � -12%z" � � m <br /> I I i � <br /> I � I I 11 � I � � � <br /> � I � � S6.0 � � � c <br /> � I -12�/4" I �------------------- 4x4 W/ ABU44 � <br /> � I POST BASE <br /> 1 1 � '� O <br /> � � 51:2 & 15 -17Y2" S1.2 r---------- ----- -- ``�/ � <br /> I � D1 S6.0 � � <br /> STHD14 `� � <br /> �- --------�--- -,-----�- -----_,..._ _-___,__._ __1 - <br /> - �'I--- ( " N � <br /> � .. .. . . . . . . . .. . . . . , . . . ��r � � <br /> _ �...__..____.,__ _-._T__ ___.�_._.-_ . � - <br /> -------- J S7HD14 �: �� <br />. P3 18 P3 � <br /> �8 2'-3" 16'-3" S6.1 2'-6" 9'-2" 2'-4" � <br /> S6.1 � „� <br /> 21'-0" 11'--6" 2'-6" <br /> , , <br /> LOCATION OF DOWNSPOUT RISER BOOTS REVISED ' <br /> CRAWL SPACE VENTING: <br /> REQUIRED: 1106 SF/300 = 3.69 SF = 531 SQ. IN. <br /> PROVIDED: 580 SQ. IN. - 8 VENTS � 72.5 SQ. IN. � <br /> LOCATE VENTS WiTHIN 36" OF CRAWLSPACE CORNER, 3580 �B FOUNDATION PLAN � �, <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR - - Q � <br /> GROUND COVER. 1�4"=1'-0" � <br /> � <br /> FRAMING CONTRACTOR SHALL � � � <br /> VERIFY HOLDOWN LOCATIONS PRIOR O � � U <br /> TO POURING FOUNDATION. <br /> ALL EXTERlOR SHEARWALLS � , � '�"' <br /> SHALL BE P6T�`J U.N.O. � � <br /> � � � � <br /> M � � -� <br /> FOUNDATION NOTES �, �; � <br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING HANGERS NOTFD ARE SIMPSON STRONG-TiE. � •� L Z <br /> NAILING AND OTHER PERTINENT STRUCTURAL INFORMA710N. <br /> L E G E N D ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) � � > � <br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR 'WALLS, PROVIDE AN EXTRA ANCHOR 801�T EACH � � W � <br /> UNLESS NO7ED. SIDE OF VENT. <br /> 2x10 � 16" OC UNLESS NOTED �' <br /> SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER � � <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. A a <br /> ��. ' SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. y� <br /> STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - - <br /> FB FLUSH BEAM WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. � <br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD � <br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA � <br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. ;� <br /> SHEET S1.1. <br /> � DOWNSPOUT: PROVIDE TIGHT LINE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS o <br /> ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHAL.L � <br /> +##" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED OTHERWfSE. 0 1ob No.: 14-38 <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND �� <br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE 'WEATHER SHALL BE FINISHED SUR�F�ACE AROUND THE BUILDING SHALL SLOPE �n Sheet No.: <br /> AWAY NO LESS THAN 2� FOR AT LEAST 5 FEET. a <br /> PRESSURE-TREATED. N <br /> � O POST SIZE & NUMBER OF BUNQLED STUDS COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE � A� <br /> SEE SHEiETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. � <br /> DETAILS. <br /> . . . . .. . . . . . . . . . _ . . . ... . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . � T <br />