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I I ---------- I PONY i � <br /> S6.0 I � s'-1o" ` s'-2" ' s'-2" ' � WALL �„ � <br /> � m a <br /> � I 3 � <br /> ^ j I �12%a" D1 . � ---6-r�,---� � �, � <br /> I � � � <br /> PROVIDE 2x4 PONY � <br /> � -0'-�3" BEARIN WALL . <br /> � j WAI.L AT HIGH FDN ABO � � <br /> � _ . <br /> i � r------ -- --- -- � ' � � .. <br /> � <br /> I � R -0'-3" � i--��I � I CO <br /> ' L—���.L�� � ����J 1���� .,..��.�.r.�......� + ' � ' —�I�ZY4n � � . <br /> 1 � -0'-5" STHQ14 I T--- --�_ ( STHfl14RJ � . <br /> T <br /> 1 T.O.S. 1 � � �i e' � <br /> �� r--^�-�------- - NDu11 � � PROVIDE 2x4 PQNY `� � � <br /> HDU11 I 31�Z" COIVC. � —FIXTURE d <br /> • �� � � WALL AT HIGH FDN qg��r � <br /> - '�' II P2 �B I K' <br /> � '�- II I SLOPE 1%4" I II P2 :�- <br /> 11 �------------ --- -------------J II <br /> II ""- <br /> � . <br /> —��4�t FRAMfNG CONTRACTOR SHALL <br /> 7 � <br /> D1 �RIFY HOLDOWN LOCA770NS <br /> ��_3�/ 9•_6# D� 7._�r PRIOR TO POURlNG FOUNDATION. <br /> � • <br /> �p�_g�� �._�� 7�_���„ ALL EXTERIOR SHEARWALL.S � <br /> _ SHALL BE P6TN �1.N.0. O � . <br /> � LOCATION OF DOWNSPOUT RISER BOOTS REVISED � � � , <br /> 2645-� FOUNDATION PLAN � � � ,� o <br /> � ,y � � . <br /> 1/4" = 1'-0" CRAWL SPACE VENTING; � �/ � � <br /> REQUIRED: 803 SF/3Q0 = 2.68 S� = 386 SQ. IN. 6f. ,= tn <br /> PROVIDED: 435 SQ. IN. — 6 VENTS � 72.5 SQ. IN. � � � 3 � <br /> LOCATE VENTS WITHlN 36" OF CRAWLSPACE CORNER, � <br /> F O U N D A T 1 O N N O T E S UNLESS NOTEp. SEE D1 CRAWLSPAGE NOTE FOR C� � � t <br /> GROI�ND COVER. �� � O <br /> SE� STRUC�URAL SH.EET S1.0 F'OR ALL. FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. � � L Z <br /> NAILING AND OTHER PERTINENT STRUCTURRL INFORMAl10N. _ � <br /> L E G E N D ON FOUN�A170N WALLS: FOR TYPE "P" (PLYWOOD) � � > ° " <br /> ALL PONY WALLS tN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH � s W � " <br /> UNLESS NQTED. SIDE OF �fENT. � � � , <br /> 2x10 C� 16" OC UNL.ESS NO�f�ED <br /> SHEAR WALLS SHOWN AT FOUNDA710N WALLS ARE FOR P{�OVlDE 4" PERFORATED FOOTING DRAINS AT PERIMETER � � <br /> PLATE ANCHOR PLACEMENT. 5EE SHEAR WALL SCHEDULE OF ALL BUILDINGS. �� �' � <br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. (n <br /> WHERE SHEAR (PONY) WAL,LS IN CRAWL SPACE REQUIRE STEP FOOTINGS AS REQUIRED TO REACH fIRM BEARING - � <br /> FB FLUSN BEAM SEE 4,5/S6.Q. Q ' <br /> PLYWOOD. IT MUST BE APPLlED TQ Tf-fE SIDE OF STUD U � <br /> WALL VVITH THE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PRO�lIDE 72.5 SQ, IN. N�T FREE AREA � <br /> HQR FfEADER - SEE S1.0 FOR LUMBER VALUES �IAY REQUIRE 3x4 STIJDS. SEE SHEAR WALL TABLE ON <br /> PER STtJD SPACE. ° <br /> —� DQWNSPOUT: PROV(DE TtGHT LINE & RISER BOOT SHEET S1.1. <br /> � <br /> ALL WOOD IN CONTACT WfTN CONCRETE OR EARTH SHALL CONCRETE FOUNDA170N WALLS ARE 8" THICK UNLESS N "—'-"-- � <br /> +##" ELEVA�ION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTEd OTHERWISE. o Job No.: 14-38 � �, � <br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND � <br /> FINISHED SURFACE AROUND THE BUILDING SHALL SLOP� <br /> +�#" FIN(SN SLAB ELEVATION JQISTS EXPOSED TO THE WEATHER SHALL BE AWAY NO I.ESS 'fHAN 2% FOR AT L.EAST 5 FEET. � Sheet No.: <br /> PRESSURE—TREATED. � <br /> � � O 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 /> DETAlLS. <br /> : � <br /> � . <br />