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<br /> � I � � 5052 REGISTERED
<br /> -15" � � i i P6 � ARCHITECT
<br /> i I � � �
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<br /> -10" 4'^$n ( i � � ROBERT E. WE1BLE
<br /> � � � STATE QF WASHINGTON
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<br /> -j�4�� FRAMING CONTRACTOR SHALL
<br /> �
<br /> VERIFY HOLQOWN LOCATIQNS
<br /> �� PRtOR TO POURING FOUNDATION. �
<br /> 1 -3� 9'-6" ��2 7'-�"
<br /> � 10.^9y� �,_�„ 7�_11�� ALL EXTERIOR SHEARWALLS � �
<br /> SHALL BE P6TN U.N.�. O �
<br /> LOCATION OF DOWNSPOUT RISER B001"S REVISED 2 � Q
<br /> — FOU N DATION PLAN � � .° o
<br /> 26 5 � > � �
<br /> 1/4"= 1'=0" CRAWL SPACE VENTING: � n/ � .�.�
<br /> REQUIRED: 803 SFj300 = 2.68 SF = 386 SQ. IN. 1�■ ._ �
<br /> � PROVIDED; 435 SQ. !N. - 6 VENTS t� 72.5 SQ. IN. � � N
<br /> LOCATE VENTS WlTHIN 36� OF CRAWLSPACE CORNER, � � j �
<br /> .
<br /> F O U N D A T 1 O N N O T E S ��LESS N4TED. SEE D1 CRAWI..SPACE NOTE FOR � �
<br /> GROUND COVER. � V} � Z
<br /> SEE STRUCTURAL SHEET 51.0 �OR ALL FLOOR SHEATNING HANGERS NO�IED ARE SIMPSON STRONG-TIE. • L
<br /> _ _ NAILWG ANQ OTHER PERTINENT STRUCTURAL INFORMA77QN. n � � � � _
<br /> � � L E G E N D ON FOUNDATION WALLS: FOR TYPE P (PLYWOOD) s S W �
<br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 S.IUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH
<br /> UNLESS NOTED. SIQE �F VENT. � � �+
<br /> 2x10 C� 16" OC UNLESS NOTED $MEAR WALLS SNOWN AT �OUNDATION WALL.S ARE FOR " � a
<br /> PROVIDE 4 RERFORATED F`OOTfNG DRAINS AT PERIMETER
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUlLDINGS. �
<br /> SHEAR WALL- SEE N4TES ON THIS SHEET FOR SPACING. �
<br /> STEP FOOTINGS AS REQUIREQ TO REAEH F'IRM BEARlNG -
<br /> FB FLUSH BEAM WNERE SHEAR (PONY) WALLS fN CRAWL SPACE REQUIR� SEE 4,5/S6.0. �
<br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD m
<br /> HDR HEADER - SEE S1.0 FOR LUMBER 1�ALUES 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. N
<br /> � SHEET S1.1. �'
<br /> —� DOWNSPQU7: PROV(DE TiGHT LWE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS N
<br /> +##" ELEVA170N AT 70P OF CONCRETE ALI. WOOD IN CONTACT WITN CONCRE-fE OR EARTH SHAt�L NOT�D OTHERWlSE.
<br /> BE PRESSURE-TREATED AND STAMPEQ BY AN APPROVED o . lob No.: 14-38
<br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE "
<br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALt BE AWA�' NO LESS THAN 2� FOR AT LEAST 5 FEET. o Sheet No.:
<br /> PRESSURE-TREATED.
<br /> . � O POST SIZE & Nt1MBER OF BUNDLED STUDS SEE SHEETS S9.0, & 59.1 FOR TYPICA� WOOD FRAMfNG COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLEN� �
<br /> � VAPOR BARRIER.
<br /> DETAILS. _
<br />
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