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i <br />-: <br />HDR <br />30'-0'$ <br />LOCATION OF DOWNSPOUT RISER BOOTS REVISED <br />CRAWL SPACE VENTING: <br />REQUIRED: 898 SF/300 = 2.99 SF = 431 SQ. IN. <br />PROVIDED: 580 SQ. IN. - 8 VENTS @ 72.5 SQ. IN. <br />LOCATE VENTS WITHIN 36" OF CRAWLSPACE CORNER, <br />UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR <br />GROUND COVER. <br />FRAMING CONTRACTOR SHALL <br />VERIFY HOLDOWN LOCATIONS PRIOR <br />TO POURING FOUNDATION, <br />3015 =B FOUNDATION PLAN <br />1/4"_1,-0" <br />FOUNDATION NOTES <br />L E G E N D <br />2x10 @ 16" OC UNLESS NOTED <br />SHEAR WALL- SEE NOTES ON THIS SHEET <br />FLUSH BEAM <br />HEADER - SEE S1.0 FOR LUMBER VALUES <br />DOWNSPOUT: PROVIDE TIGHT LINE & RISER BOOT <br />ELEVATION AT TOP OF CONCRETE <br />FINISH SLAB ELEVATION <br />POST SIZE & NUMBER OF BUNDLED STUDS <br />SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING <br />NAILING AND OTHER PERTINENT STRUCTURAL INFORMATION. <br />ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS <br />UNLESS NOTED. <br />SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR <br />PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE <br />FOR SPACING. <br />WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE <br />PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD <br />WALL WITH THE SYMBOL. SOME PLYWOOD SHEAR WALLS <br />MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON <br />SHEET S1.1. <br />ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL <br />BE PRESSURE -TREATED AND STAMPED BY AN APPROVED <br />AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND <br />JOISTS EXPOSED TO THE WEATHER SHALL BE <br />PRESSURE -TREATED. <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING <br />DETAILS. <br />HANGERS NOTED ARE SIMPSON STRONG -TIE. <br />ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) <br />SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH <br />SIDE OF VENT. <br />PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER <br />OF ALL BUILDINGS. <br />STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - <br />SEE 4, 5/S6.0. <br />FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA <br />PER STUD SPACE. <br />CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS <br />NOTED OTHERWISE. <br />FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE <br />AWAY NO LESS THAN 2% FOR AT LEAST 5 FEET. <br />COVER CRAWL SPACE FLOOR NTH 6 MIL. POLYETHYLENE <br />VAPOR BARRIER. <br />5052 REGISTERED <br />ARCHITECT <br />A�A�. <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-v <br />as <br />CD <br />N <br />as <br />c� <br />-cc <br />c <br />c: <br />o <br />�= <br />'> <br />v <br />Z <br />m <br />— <br />cc <br />v; <br />tj <br />CD <br />W <br />L <br />Q <br />C <br />L <br />0 <br />CV <br />.t <br />a <br />0 <br />v <br />O <br />1@1 <br />Z <br />m <br />O <br />CO <br />r <br />CO <br />O <br />O <br />C <br />r <br />CL <br />O <br />m <br />3 <br />0 <br />L <br />� <br />0 <br />UL <br />O <br />!1 <br />T <br />o <br />CL <br />O <br />L!1 > <br />E <br />c� <br />Q■+ <br />N <br />� � <br />Z <br />..� w <br />s <br />O <br />� <br />... <br />O <br />a. <br />II <br />0 <br />n <br />0 <br />Job No.: 14-38 <br />Sheet No.: <br />