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<br /> � m � I E ROBERT E. 4VEIBLE
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<br /> LOCATf ON OF DOINNSPOUT R►SER 800TS REVISED ' �
<br /> CRAWL SPACE VENTING: � �
<br /> REQUIRED: 898 SF/3Q0 = 2.99 SF = 431 SQ. IN.
<br /> PRpVID�D: 580 SQ. 1N.»- 8 VE►�TS � 72.5 SQ. IN. � � e � O = �
<br /> LOCATE 1/ENTS WI�HIN 36 OF' CRAWLSPAC� CORNER, OUNDATIt)N PLAN L �
<br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR �
<br /> GROUND COVER. 1/.4�=1'-0" t2. :� .
<br /> C
<br /> FRAMING CONTRACTOR SHALL ' � +�+ �
<br /> � VERIFY HOLDOWN LOCATIONS PRIOR � ,� _ �U
<br /> TO POURING FOUNDATION. � N � y .
<br /> � iL
<br /> � � � �
<br /> FOUNDATIflN NOTES � `� � � : -
<br /> � �
<br /> SEE STRUCTURAL SHEE7 S1.0 FOR ALl. FLOQR SHEATHiNG HANGERS NOTED ARE SIMP50N STRONG-TIE. � �� i Z
<br /> L E G E N D ���L��G AND OTF-IER PERTINEIVT STRUGTURAL INFORMATION. � � _ .
<br /> ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) � >
<br /> ALL PpNY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVfDE AN �XTRA ANCHOR BOLT EACH � S W �
<br /> UNLESS NOTED. S1DE OF VENT. � � �
<br /> � 2xi 0 � 16" OG UNLESS NOTED ._ ��
<br /> SHEAR WALLS SHOWN AT FOUNDATtON WALLS ARE FOR PROVIDE 4" PERFORATED F0077NG DRAINS AT PERIMETER = �
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. '� a'
<br /> . SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACENG. � .
<br /> STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING -
<br /> FB fLUSH BEAM WHERE SHEAR (PONY) WA�LS !N CRAWL SPACE REQUIRE SEE 4,5/S6.0. . � ;
<br /> PLYWOOD. IT MUST BE APPLIED TO THE SIQE OF STtld o � �
<br /> WALL WITH THE SYMBQL SOME PLYWOQD SHEAR WALLS �' ? �
<br /> HDR HEADER - SEE S1.0 �OR LUMBER VALUES FOUNDATtON VENTS PROVIDE 72.5 SQ. IN. NET �REE AREA
<br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � �
<br /> —� �OWNSPOUT: PROVfDE 17GHT LINE & R1SER BOOT SHEET S9.1.
<br /> �
<br /> � ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SNALL CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS �
<br /> +## ELEVATION �1T TOP OF CONCRETE NOTED OTHERWIS�. �
<br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED o 1ob No.: 14-38
<br /> AGENCY. ALL EXTERlQR COLUMNS, BEAMS AND �INISHED SURFACE AROUND THE BUILDtNG SHALL SLOPE "
<br /> +#�" FINISH SLAB ELEVATION JOlSTS EXPOSED TQ THE WEATHER SHALL BE �
<br /> AWAY NO LESS THAN 2� FOR AT .LEAST 5 FEET. Sheet No.: ��
<br /> � PRESSURE-TREATED. N .
<br /> � � O POST S(ZE & NUMBER OF BUNDLED �Tl1DS COVEFZ CRAU1� SPACE FLOOR WITH 6 MtL. PDLYETHYLENE � �
<br /> SEE SHEETS S9.Q, & S9.1 FOR TYPICAL WOOD FRAMIN� VAPOR BARRIER.
<br /> = DETAtLS. � � .
<br /> _ _
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