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<br /> 4'-8" I I S�,AB SLOPES 33�" I I � 5052
<br /> -10" � � F'ROM BACK TO aPRON t t �, REGI�TERED
<br /> f ' � � � ARCHtTEGT
<br /> _ � I j j j � '
<br /> ( I ROBERT E. WEIBLE
<br /> 6 � � � � STATE OF WASHINGTON
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<br /> � FRAMING CONTRACTOR SNALL ,
<br /> -�2» VERf�Y HOLDOWN LOCATIONS
<br /> �� PRIOR TO POURING FOUNDA710N.
<br /> . 1'-3y�� 20'-4y" 3�-10�» .
<br /> 24.�$3�4" ALL EXTERIOR SHEARWALLS
<br /> SHALL BE F6TN U.N.O.
<br /> LOCA770N OF DOWNSPOUT RISER BOOTS R�V(SED �
<br /> � �
<br /> 2��"�' FOUNDATION PLAN � `�
<br /> l/4"_ ]'-0" � O � �
<br /> CRAWL SPACE VEN�ING: 1 � � O
<br /> REQUIRED: �70 SFj3D0 = �.57 SF = 370 SQ. IN. � ; � U
<br /> PROVIDED: 435 SQ. IN. — 6 VENTS � 72.5 SQ. 1N. �
<br /> LOCATE VENTS tMTHIN 36� OF CRAIN�SPACE CORNER, '��j � �"�' .
<br /> UNLESS NOTED. S�E D1 CRAWLSPACE NOTE FOR � �
<br /> GROUND COVER. � � 3
<br /> FOUNDAT [ � N NC� TES
<br /> � � �
<br /> .- �
<br /> SEE STRt1CTURA� SHEET S1.0 FOR ALL FLOOR SHEATHWG HANGERS NOTED ARE SIMPSON STRONG-T1E. � � L z
<br /> L E G E N D IVAILING AND OTHER PERTINENT SIRUGTURAL INFORMA170N. � _ ; _
<br /> ON F�t1NDATION WALLS: FOR TYPE "P" (PLYWOOD)
<br /> AL� POIVY WALLS IN CRAWL SPACE ARE �x4 STUDS SHEAR WALLS PROVIDE AN EXTRA ANCHOR BOIT EACN � t� W �
<br /> UIVLESS NOTED. S(DE OF VENT � �
<br /> . 2x10 � 16" OC UNL�SS NOTED •- _
<br /> SHEAR WALLS SHOWN AT FOUNDATfON WALLS ARE FOR PROVIDE 4" PERFORATED FOOTING DRAlNS AT PERIMETER � �
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF AL[. BUiLD(NGS. 0-
<br /> SHEAR WALL- SEE NQTES ON THIS SHEET FOR SPAC(NG.
<br /> STEP FOOTING� AS REQUIRED TO REACH FlRM BEARING - � '
<br /> WHER� SHEAR (PONY) VI�ALLS IN CRAWL SPACE REQt11RE
<br /> FB FLUSH BEAM SEE 4,5/S6.0. o
<br /> PLYWOOD. fT MUST BE APPLtED TO THE SIDE OF S1UD d
<br /> HDR NERDER - SEE Si.O FOR LUMBER VALU�S WALL tMTH THE Sl'MBOL SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA �
<br /> MAY REQUIRE 3x4 STUpS. SEE SHEAR WALL TAB�E ON PER STUD SPACE. N
<br /> SHEET S1.1. o
<br /> —� DOWNSPOl1T: PROV(DE T1Gf�T LINE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS °
<br /> p ALL WOOD IN CONTACT IMTH CONCRETE OR EARTH SHALL N
<br /> +## ELEVAiION AT TOP OF CONCRETE BE PRESSURE-�TREATED AfVD STAMPED BY AN APPROVED N{?TED OTHERWISE. o Job No.; 14-38
<br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND FfNISNED SURFACE AROUND TME BUILDlNG SHAL� SLOPE "
<br /> - +##" FINfSH S�AB ELEVATfQN JOISTS EXPOSED TO TNE WEATHER SHALL BE AWAY NO tESS TNAN 2� FQR AT LEAST 5 FEET. � Sheet No.:
<br /> PRESSURE-TREATED. o
<br /> N
<br /> : � O POST S1ZE & NUMBER OF BUNDLED STUDS COVER CRAWL SPACE FLOOR UVITH 6 MIL. POLYETNYLENE °�
<br /> SEE SHEE�S S9.0, & 59.1 FDR TYPICAL WOOD FRAMING VAPOR BARRIER. �
<br /> DETAILS.
<br /> s ,
<br /> � �
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