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S�B —3" 1 ' --- --- —5" I I � � �"� <br /> I I � o <br /> • 0 14 � r SLAB SLQPES 3Yz" i � 4'-7" g�-5„I ( <br /> N Ss.O ; � FROM BACK TO APRON I � 3YSt'� C�JC �� <br /> � � 1 � � ' � � 7 � <br /> � � � <br /> � � � � P6 SLOPE l i/a" � i D1 � • <br /> � � <br /> f t � � rn '� <br /> P6 t-12�i�" � � � � � � _ <br /> . j � 1 I 11 � I � a � , <br /> � I � S6.0 � � � <br /> � 1 12Ya" i �------------------- 4x4 W/ ABU44 � <br /> 1 � <br /> - POST BASE <br /> � � � 6 15 -17�'i" S1.2 r---------- ----- - �♦ zN <br /> � E Sl.� D4 S6.0 _J � � - <br /> $T}'�a�4 �— -- ------- --- ---—T ------! � —12�/4» cV -�' <br /> � _ � � — � T. <br /> _ — — ---------- ---- ---------------- _ — � STf-(D14 N il <br /> - P3 � <br /> 18 P3 � <br /> 18 2'—�„ 16'-3" S6.i 2'-6' 9'-2" 2'-4" T <br /> S6.1 ^ ^ <br /> -� _ � L�A�oy ��'w"N ^'—�� v <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 <br /> O <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 />