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<br /> 21 f_�)l �4�_S» 2'_g� _
<br /> LOCATION OF DQWNSPOUT RISER BOOTS REVISED
<br /> CRAWL. SPACE VENTING:
<br /> REQUIRED: 1106 SF/300 = 3.69 SF = 531 SQ. IN. �
<br /> PROVIDED: 58Q SQ. 1N.,�- 8 VENTS � 72.5 SQ. IN. �� ,,.� FC�UNDATION PLAN �
<br /> LOCATE VENTS WiTHIN 36 OF CRAWLSPAC� CORNEf�,
<br /> UNLESS NOTED. SEE Q9 CRAWLSPAC� NOTE FOR �
<br /> GROUND C01lER. ��4»__��_�� � � �
<br /> C
<br /> FRAMIIVG CONTRACTOR SHALL � ; � p
<br /> VER)FY HOLDOWN LOCATIONS PRIOR (,
<br /> TO POURlNG FOUNDATION. M � s N
<br /> V,v " _ a"+
<br /> ALL EXTERlOR SHEARWALLS r�
<br /> SHALL BE P6TN U.N.O. �/ � � � .
<br /> , � � s
<br /> � Fo � N � � �r � or� No -r � s .y � o
<br /> SEE STRUCTURAL SH£ET 51.0 F4R ALL FLOOR SHEATNIN6 NANGERS NOTED ARE SIMPSON STRONG-11E, � � L Z
<br /> ' f�AILING AND OTHER PERIINENT STRUCTURAL INFORMATION. � _
<br /> L E G E N Q � ON FOUNDATION WALLS: FQR TYPE "P" (PLYWOOD) � � W O
<br /> ALL PONY WAL1�S {N CRAWL SPACE ARE 2x4 STUDS SNEAR WALLS, PROVIDE AN �XTRA ANCHOR BOLT EACH � �
<br /> - UNLESS NQTED. S(DE OF VENT. � A
<br /> 2x10 C� 16" OC UNLESS NOTED � O
<br /> SHEAR WALLS SHOWN AT FOUNDATfON WALLS ARE FOR PROVlDE 4" PERFORATED FOQTING DRAINS AT PERIMETER a
<br /> � PLATE �1NCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS. �
<br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACENG. �
<br /> STEP �'OOTINGS AS REQUIRED TO REACH FIRM BEAR{NG -
<br /> FB FLIiSH BEAM WH�R� SHEAR (PONY) WA��S IN �RAWL SPACE REQUIRE SEE 4,5/S6.0. o
<br /> PLYWOOD. IT MUST BE APPLIED TO THE S1DE OF STUD
<br /> CJ
<br /> � HDR HEADER -- SEE S1.0 FOR LUMBER VALUES WALL WITN TH� SYMBOL SOME PLYWOOD SHEAR WALLS �OUNDATION VENTS PROVIDE 72.5 SQ. )N. NE7' FREE AREA �
<br /> MAY REQUIRE 3x4 STtIDS. SEE SHEAR WALL 7ABLE ON PER STUD SPACE. '�
<br /> —� QOWNSPOUT: PROVIDE T1GHT LfNE & RISER BOOT SHEET S1.1. �
<br /> CONGRETE FOUNDATION WALLS ARE 8" THICK UNLESS �
<br /> +#�" ELEVATIQN AT TOP OF eONCRETE AL.L WOOD IN CONTAGT WITH CONCRETE OR EARTH SHALL NOTED OTHERWISE. o
<br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED 1ob No.: 14-38
<br /> RGENCY. ALL EXTERIOR COLUMNS, BEAMS ANQ FINISFfED SURFACE AROUNa THE BUILDING SNALL SLOPE "
<br /> +##" F(t�ISN SLAB ELEVATION JOlSTS EXPOSED TO THE WEATNER SHALL BE AWAY NO LESS TNAN 2� FOR AT LEAST 5 F�ET. N Sheet No.:
<br /> PRESSURE-1REATED.
<br /> O POST SIZE & NUMBER OF BUNDLED STUDS S9.1 FOR TYPiCAL WOOD FRAMING COVER CRAWL SPACE FLOOR WITH 6 M(L POLYETHYLENE � ° �.
<br /> �I SEE SHEETS S9.0, & VAPOR BARRIER.
<br /> DETAILS. �
<br /> _
<br />
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