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<br /> � ROBERT E. WE�BLE
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<br /> STATE OF WASHINGTON
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<br /> LOCATIDN OF DOWNSPOUT RfSER BOQTS REVISED
<br /> CRAWL SPACE VENTING:
<br /> REQUIRED: 867 SF/300 = 2.89 SF = 417 SQ. IN. - � FOUNDATION PLAN
<br /> PRQVIDED: 580 SQ. IN. — 8 VENTS t� 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. � L � �
<br /> . - � � �
<br /> FRAMING CONTRACTOR SHALL
<br /> VERIFY HOLDQWN LOCATIONS PRIOR ALL EXTERIOR SHEARWALLS •� �
<br /> TO POURlNG FOUNDATION. SHALL BE P6TN U.N.O. '�°
<br /> � �
<br /> � � �
<br /> FOUNl,� A, I NOTES ._ � �
<br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG—TIE. �
<br /> NAILING AND OTHER PERTlNENT STRUCTURAL INFORMATION. � �
<br /> L E G E I� D ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) � � �
<br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH �
<br /> UNLESS NOTED. 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 ANCHQR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. �� �'
<br /> ,� SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. �
<br /> STEP FOOTINGS AS REQUIRED TO REACN FIRM BEARING -
<br /> FB FLUSH BEAM WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. o
<br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD Q
<br /> NDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL W{TH TNE SYMBOL. SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVfDE 72.5 SQ. IN. NET FREE AREA �
<br /> MAY REQUiRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. �
<br /> —� DOWNSPOUT: PROVIDE TIGHT LINE & RfSER BOOT SHEET S1.1. o
<br /> ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS �
<br /> +##" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED QTHERWISE. o Job No.: 14-38
<br /> AGENCY. ALL EXTERfOR COLUMNS, BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE "
<br /> - , +##" FINISH SLAB ELEVATfON JOISTS EXPOSED TO THE WEATHER SHALL BE AWAY NO LESS THAN 2� FOR AT LEAST 5 FEET. o Sheet No.:
<br /> - PRESSURE-TREATED. N
<br /> • � Q POST SIZE & NUMBER OF BUNDLED STUDS COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE � . ..`�,
<br /> - - _ SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER.
<br /> � DETAILS. �
<br /> _ _
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