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SHORT TYP. � � 3 , � � <br /> � � � ��_p" �' 5052 REGISTERED <br /> 56.0 � � OF TIED FOOTINGS � � �t � � I � ARCHITECT <br /> I L- - ------- -------� � <br /> ____1 4x8 HDR �_ \ � � FIN. FLOOR � � � <br /> -------- ----- <br /> � ' » � I `� <br /> ----�---- <br /> T �_ �___�_J AT +0 -0 � � <br /> ( r 7-3�" 5-10�4 m� I ( I o ROBERT E. WEIBLE <br /> � I o � � I j STATE OF WASHINGTON <br /> j � x � � � � M <br /> I cv� 1� �c' <br /> � a�. � I N' � ( I D3 <br /> .� <br /> N � I I � I <br /> � I � 7'-3%2" 6,_53�4„ �_�3�4� 4'-11" � � � � <br /> ; j I , 32"x54x10" I � w � <br /> � � j I 6x6 POST � FTG W/ � � t �' <br /> � � I � r ---� �3) #4 EW I � I � <br /> N � �------------ -- --- --� � -------,-- ------ ---- ------� ( 'L <br /> 4x8 HDR - <br /> _�__.� e������� � ��s �� � ��s� � ���� ��� Ea� _I_____= Q <br /> � ` R � � \ <br /> ' ����������� ^ <br /> �-------- --� �-------� r-----�, ----- , .- • <br /> : I i � i � I 4x8 HDR� � � � a' . <br /> � I 1 -- - t- --t �1------ -_ � <br /> I � I � I �_ I I L 1 F o �� = <br /> `� � �--- J IDSL � ( L_ I I o� � � � <br /> _ � . � ; i 2.r,� 4'_�"� 4'_�" � i � � � . <br /> � � � 13'-10�q," 6'-0�/2" � QBl � BEAR�NG WALL OVE I �n B V ' <br /> � i I A 7 '� <br /> � � �6 18"x24" CRAWL � � g , <br /> , . _ <br /> � �_________ S6.0 SPACE ACCESS � � 4—�y4 � � <br /> —J <br /> , -—-—-I ----- --- --- —4xp=--�--- -- --�-- --- -�I—-—-—- � <br /> - <br /> I ' ' 4x4 POST ' ' I �p o <br /> � �--- �� - ---------- ---------- -- ------- -- <br /> � � I s6.0 � (TYP. U.N.O.) -- �- ----- I � Ss.o N . <br /> I „� � � 6'— � 5,-9" � 5-9" � 6'-3" � 6'-0" ( 1 :_' �, <br /> �' � � � � STHQI4RJ � �� <br /> � � � 2 0 � <br /> �+�/ --- ) p <br /> ' � I �� �__�� ____���_ J�IYI. � ' `G� 93/q.� V' On ' ( —�2�'�" Z O . <br /> I -j�' 7 � � , <br /> I � S6.0 � I � � <br /> � v � � <br /> ----- ---,_. -� � '- 3 ' <br /> j r „ � �-- -- --"' 1 1/4 � � _�- o � � P4 � <br /> 2 -12Y4 � � <br /> I - <br /> I I � � �� rn � ci I I N � , <br /> � � Dl �- _ �/�\ ♦ -� � � � � '- � � " <br /> I � ----- --- � N o � � o � <br /> � � NDU8 P3 -14" HDU8 �l � x � I � � <br /> � f I PLUMBING i � N � I o <br /> I I FIXTURE PROVIDE 2x4 PONY i � 4 6 � � <br /> � � ABOVE WALL AT NIGH FDN � � D1 S6.0 SIM _�„ ' � � <br /> i � I � -----------� I � <br /> � � 8'-11%2" 13'-0�,� � I cv <br /> I I I � <br /> ---- ----- .. <br /> I I � � „ I � STHD14 0 � <br /> � I � I -5 I � o � <br /> P6 � I -3� I I I I o <br /> =N 1 I � � � � <br /> � I I I � � I ; <br /> . i 5 14 � � �, � I � I ■ <br /> I I <br /> `�' D1 S6.0 I I o, I � P6 j � <br /> � � � I I � <br /> 1 I 22'-0" I � � � I � <br /> I I I � � ��C. � � ,N � � <br /> � S�9 � �. 3 —� <br /> I I � j � SLOPE 1%a" � j `� o <br /> i i 3 C06VC. � i i i � "' � <br /> i i i i i i <br /> i i i i i � � <br /> i i � i i i <br /> I j 1 I j i I _ . <br /> � I I S1.2 � I i � � <br /> - S1.2 � � -12�/a" -92Ya" � I � I �, <br /> J� -17%z" -12%a" � I � I � � , <br /> I � l � =N � � 6x6 W/ ABU � � <br /> � <br /> - / � L ---------- --- -------- --- ------- I � I � POST BASE � <br /> '1� —�----------- -- -- ---- ------ �--- <br /> � ---- ---� � � <br /> � � — —� ----------� --- � <br /> � r------- -----T -� <br /> � /� � . <br /> 95 6 '- A �- -- ---- --- -� <br /> ` CONT. FOOTING� � S6.0 Di <br /> HDU14 2P3 HDU14 � <br /> 1'-2" 3" 3y ��_0„ � -12Ya" � � � <br /> 1'-2" 8'-3" 1'-4" 8'-3�, 8„ $» 6,_� �� �._��� � <br /> I <br /> 22'-0" 8'-0" <br /> CRAWL SPACE VENTING: LOCATION OF DOWNSPOUT RISER BOOTS REVISED '� <br /> REQUIRED: 867 SF/300 _ 2.89 SF = 417 SQ. IN. � F���DA-f�ON P�./�N � � ' " <br /> PROVIDED: 580 SQ. IN. 8 VENTS � 72.5 SQ. IN. " <br /> LOCATE VENTS WITHIN 36" OF CRAWLSPACE CORNER, 1�4"=1'-0" �'' � <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR <br /> � GROUND COVER. � � � <br /> FRAMING CONTRACTOR SHALL '� � � <br /> VERIFY HOLDOWN LOCATIONS PRIOR ALL EXTERIOR SHEARWALLS s � <br /> TO POURlNG FOUNDATfON. SHALL BE P6TN U.N.O. � , <br /> � <br /> � U DATI TE � <br /> � � <br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. �� � � <br /> L E G E N D NAILING AND OTHER PERTINEN7 STRUCTURAL INFORMATION. � , <br /> ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) > � <br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PR01/IDE AN EXTRA ANCHOR BOLT EACH � � <br /> UNLESS NOTED. S1DE OF VENT. � <br /> 2x10 � 16" OC UNLESS NOTED — <br /> SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER o � <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BtJILDWGS. �� �' <br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. <br /> WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARiNG - <br /> FB FLUSH BEAM SEE 4,5jS6.0. o <br /> PLYWOOD. !T 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 o <br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � <br /> —� DOWNSPOU7: PROVIDE TIGHT LINE & RISER BOOT SHEET S1.1. o ' <br /> ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDAT(ON WALLS ARE 8" THICK UNLESS � , <br /> +##" ELEVAT(ON AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED N07ED OTHERWISE. o Job No.: 14-3� <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND v <br /> �+##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALL BE FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE � Sheet No.: <br /> `—" PRESSURE-TREATED. AWAY NO LESS THAN 2� FOR AT LEAST 5 FEET. <br /> 0 <br /> . � Q POST SIZE & NUMBER OF BUNDLED STUDS COVER CRAWL SPACE FLOOR WITH 6 MIL POLYETHIIENE � "� � <br /> SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. � <br /> DETAILS. <br /> _ <br />