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<br /> LOCATION QF DOWNSPOUT RfSER BQQTS REY(SED
<br /> CRAWL SPACE VENT}NG:
<br /> REQUIRED: 110fi SF/300 = 3.69 SF = 531 SQ. IN.
<br /> PRQVIDED: 580 SQ. IN. - 8 VENTS C� 72.5 SQ. IN. �
<br /> LOCATE VENTS W(THIN 36" OF CRAWl.SFACE CORNERF 3� - FOUNDATION PLAN O =
<br /> UNLESS NQTED. SEE D1 CRAWLSPACE NOTE FOR ���„_,�,_Q�
<br /> GROUND COVER. � �
<br /> �.�� C �
<br /> FRAMING CQNTRACTOR StiALL �
<br /> VERIPY NOLDOWN LOCATIONS PR10R
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<br /> TO POURING FOUNDATfON. � .� � V '
<br /> G �
<br /> AL� EXTERIOR SNEARW/�LLS � � N �
<br /> SHALL BE P6TN U.N.O. � .,� �
<br /> C� � � -�
<br /> FOU N DATION N � TES ,�n � o
<br /> SEE STRUCTURAL SHEET S1.0 FOR ALL �'LOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. � L Z
<br /> NAIUNG AND OTHER PERTINENT STRUCTURAL INFORMA7IQN. � � } �
<br /> L E G E N D , ON FQUNDATfON WALLS: �OR TYPE "P" (PLYWOOD) � � � p
<br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 S1UDS SHEAR WALLS, PR01/IDE AN EXTRA ANCHOR BOLT EAGH
<br /> - UNLESS NOTED. S(DE OF VENT. � 7� •
<br /> 2x10 C�J 16" OC UNLESS NOTED � O
<br /> SHEAR WALLS SHOWN AT FQUNDAil01V WALLS ARE FOR pROViDE 4'� PERFORATED F0017NG DRAf�tS AT PERIMETER a
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SeHEDULE OF ALL BUil.D1NGS. �/�^ �
<br /> SHEAR WALL- SEE NOTES QN THIS SHEET FOR SPAC(NG. vj
<br /> STEP FOOTINGS AS REQUIRED TO REACH FlRM BEARING -
<br /> FB FLUSH BEAM WHERE SHEAR (PdNY) WALLS IN CRAWL SPACE REQt1lRE SEE 4,5/S6.Q. o
<br /> PLYWO�D. IT MUST BE APPLIED TO TF#E SIDE OF STUQ Q .
<br /> HDR HEADER - SEE 51.0 FOR LUMBER VRLUES WAL.L WITN THE SYM80L. SOME PLYWOOD SHEAR WALLS FOUNDATfON VENTS PROVIDE 72.5 S4• fN. NET �REE AREA �
<br /> , MAY REQUIRE 3x4 STUQS. SEE SNEAR WALL TABLE ON pER STUD SPACE. M
<br /> —� D.OWNSPOUT: PROVIDE T1GHT LINE 8c RISER BOOT SHEET S1.1. �
<br /> CONCRE�E FOUNDATION WALLS ARE 8" TNICK UNLESS �
<br /> +##" ELEVATIQN AT TOP OF CONCRETE ALl W�OD IN CONTACT WITH CflNCRETE OR EARTH SHALL N01ED OTHERWISE. o
<br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED o 1ob No.: 14-38
<br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FlN1SHED SURFACE AROUND THE BUILDING SHALL SLO€'E "
<br /> +##" FINISH SLAB ELEVAT(ON JOISTS EXPOSED i0 THE WEATHER SHAL.L BE AWAY NO LESS THAN 2q FOR AT LEAST 5 FEET. o Sheet No.: •
<br /> : _ PRESSURE—TREATED.
<br /> � � POST S(ZE & NUMBER OF BUNDLED STUDS CQVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETNYLENE � �
<br /> SEE SHEETS S9.Q, & 59.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER.
<br /> DETAILS. �
<br /> - _ z
<br />
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