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<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 /> � .
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