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P3 � � <br /> � �8 2'-3" lfi'-3° S6.1 2'-6' 9'-2" 2'-4" T <br /> - S6.1 <br /> 2�1_Od ��f��M � ^I_^N <br /> L D <br /> LDCATtON OF DOWNSPOUT RI�ER BOOTS REVISED <br /> CRAWL SPACE VENTING: <br /> • REQUIRED: 1106 SF/300 = 3.69 SF = 531 SQ. IN. <br /> PR�VIDED: 580 SQ. IN. - 8 VENTS � 72.5 SQ. IN. '�"i <br /> LOCATE VENTS WITHIN 36" OF CRAWLSPACE CORNER, �5 _ FOUNDA�'ION PLAN � �+ <br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR ,��4„_�,_�„ <br /> � <br /> . GROUNd COVER. ,L � <br /> . <br /> FRAM(NG CONTRACTQR SHALL 1 � 0 � <br /> VERIFY NOLDOWN LOGATIONS PR{OR .F+ O <br /> TO POURING FOUNDATION. � �� � C� <br /> ALL EXTERIOR SHEARWALLS <br /> � � � y <br /> SHALI. BE P6TiJ U.N.O. � � � <br /> � <br /> � ATI N N � TES M `� � � <br /> FOUND O ,v_, � o <br /> _ SEE SIRUCTURAL SMEET 51.0 FOR ALL FLQOR SNEATHING HANGERS NOTED ARE SIMPSQN S7RONG-TtE. � � L Z <br /> NAILING AND OTHER PERTINENT STRUCTURAL INFORMATION. � <br /> L E G E N D oN FOUNDATt�N WALLS: FOR TYPE "P» (PLYWOOD) � � W O <br /> . ALL PONY WALLS !N CRAWI, SPACE ARE 2x4 STUD� SHEAR WALLS, PROVIQE AN EXTRA ANCHOR 80LT EACN S � <br /> UNLESS NOTED. SIDE OF VENT. � A <br /> � 2x10 C� 16" OC UNLESS NOT�'D 0 <br /> SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE �QR PROVIDE 4" PERF'ORAIED FOOTiNG DRAINS AT PERIMETER � a <br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE pF ALL BUILDINGS. �� <br /> SHEAR WALL- SEE NOTES ON THIS SHEET �OR SPACING. (I� <br /> NM�RE SHEAR (PONY) WAI�LS IN CRAWL SPACE REQUIR� STEP �00�'INGS AS REQUtRED TO REACH FIRM BEARING - <br /> FB FLUSH B��M PLYWOOD. IT MUST BE APPLIED TO THE StDE OF STUD SEE 4,5/S6.0. o <br /> WALL WITH THE �YMBOL. SOME PLYWOOQ SHEAR 1NALLS m <br /> FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA o <br /> HDR HEADER - SEE 51.0 FOR LUMBER VALUES MAY REQUIRE 3x4 STUDS. SEE SHEAR WA�L TABLE ON pER STUD SPACE. M <br /> SHEET S1.1. o <br /> —� DOWNSPOUT: PROVIDE T1GHT LlNE 8c RISER BOOT <br /> ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHAL.L CONCRETE FDUNDATION WALLS ARE 8" THlCK UNLESS � <br /> +##" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED �OTED OTMERIMSE. 0 1ob No.: 14-38 <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FINISHE� SURFACE AROUND THE BUILDING SHALL SLOPE " <br /> +��" FIN(SH SLAB ELEVATION J01STS EXPOSED TO TNE WEATHER SHALL BE AWAY NO LESS TFIAN 2q FOR AT t�AST 5 F�EET. � Sheet No: <br /> " - PRESSllRE-TREATED. � <br /> N <br /> , � O POST SIZE & NUMBER OF BtJNDLED STUDS SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING COVER CRAIML SPAG� FLOOR WlTH 6 MIL POLYETHYLENE � <br /> _ _ DETAI.LS. VAPOR BARRIER. <br /> T <br />