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<br /> LOCATION OF DOWNSPOUT RISER BOOTS REVISED '
<br /> CRAWL SPACE VENTING:
<br /> REQUIRED: 1106 SF/300 = 3.69 SF = 531 SQ. IN.
<br /> PROVIDED: 580 SQ. IN. - 8 VENTS � 72.5 SQ. IN. �
<br /> LOCATE VENTS WiTHIN 36" OF CRAWLSPACE CORNER, 3580 �B FOUNDATION PLAN � �,
<br /> UNLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR - - Q �
<br /> GROUND COVER. 1�4"=1'-0" �
<br /> �
<br /> FRAMING CONTRACTOR SHALL � � �
<br /> VERIFY HOLDOWN LOCATIONS PRIOR O � � U
<br /> TO POURING FOUNDATION.
<br /> ALL EXTERlOR SHEARWALLS � , � '�"'
<br /> SHALL BE P6T�`J U.N.O. � �
<br /> � � � �
<br /> M � � -�
<br /> FOUNDATION NOTES �, �; �
<br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR SHEATHING HANGERS NOTFD ARE SIMPSON STRONG-TiE. � •� L Z
<br /> NAILING AND OTHER PERTINENT STRUCTURAL INFORMA710N.
<br /> L E G E N D ON FOUNDATION WALLS: FOR TYPE "P" (PLYWOOD) � � > �
<br /> ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR 'WALLS, PROVIDE AN EXTRA ANCHOR 801�T EACH � � W �
<br /> UNLESS NO7ED. SIDE OF VENT.
<br /> 2x10 � 16" OC UNLESS NOTED �'
<br /> SHEAR WALLS SHOWN AT FOUNDATION WALLS ARE FOR PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER � �
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. A a
<br /> ��. ' SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. y�
<br /> STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - -
<br /> FB FLUSH BEAM WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. �
<br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD �
<br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATION VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA �
<br /> MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. ;�
<br /> SHEET S1.1.
<br /> � DOWNSPOUT: PROVIDE TIGHT LINE & RISER BOOT CONCRETE FOUNDATION WALLS ARE 8" THICK UNLESS o
<br /> ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHAL.L �
<br /> +##" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED OTHERWfSE. 0 1ob No.: 14-38
<br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND ��
<br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE 'WEATHER SHALL BE FINISHED SUR�F�ACE AROUND THE BUILDING SHALL SLOPE �n Sheet No.:
<br /> AWAY NO LESS THAN 2� FOR AT LEAST 5 FEET. a
<br /> PRESSURE-TREATED. N
<br /> � O POST SIZE & NUMBER OF BUNQLED STUDS COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE � A�
<br /> SEE SHEiETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. �
<br /> DETAILS.
<br /> . . . . .. . . . . . . . . . _ . . . ... . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . � T
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