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<br /> -��� 7 FRAMING CONTRAC70R SHALL
<br /> p� VERIFY HQLDQWN LOCATIONS �
<br /> 1'-3%' g�_g^ 0 2' ��_�� PRIOR TO POURtNG FflUNDATION.
<br /> �p'-g�" �•_3p 7'_���� ALL EXTERIOR SHEARWALLS
<br /> SHALL BE P6TN U.N:Q. � �
<br /> ' LOCATION OF DOWNSPOUT RISER BOOTS REVISED � �
<br /> � �
<br /> 2� 5- FOUNDATIQN PLAN � `� � o
<br /> a�
<br /> 1 fA�" = 1'-0" - CRAWL �PACE VENTIN�: ,� � ��,, :
<br /> REQUIRED: 803 SF/300 = 2.68 SF = 386 S4. IN. � �/ „� t/� ..' ,
<br /> PROVIDEQ: 435 SQ. tN. - 6 VENTS � 72.5 SQ. IN. � tn d .
<br /> LOCATE VENTS WITHIN 36" OF GRAWLSRACE CORNER, � � ; ♦S
<br /> F O U N C� A T I O N N C� T E S � �NLESS NOTED. SEE D1 CRAWLSPACE NOTE FOR �� �
<br /> GROUND COVER. �y *; �
<br /> +-� O
<br /> SEE STRUCTURAL SHE�T S1.0 FOR ALL FLOOR SMEATHING HANGERS NOTED ARE SIMPSQN STRONG-TIE. L Z
<br /> NAILING AND OTHER PERTINENT STRtlCTIJRAL INFORMATION. �j �y
<br /> L E G E N D �N FOUNDA�ION WALLS: FOR TYPE "P" (PLYYVOOD) � ._ ? _
<br /> A.LL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVlDE AN EXTRA ANCHQR BOLT EACH � � W O � .
<br /> UNLESS NOTED. SlDE OF VENT. � _ � �
<br /> �x10 C� 16� OC UNLESS IVOT�D '� �
<br /> - SHEAR WALLS SHOWN AT FOUNDAT(ON WALLS ARE FOR PROVfDE 4" PERFORATED FOOT►NG DRAfNS AT PERIMETER � a
<br /> PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUI�DINGS. �
<br /> SHEAR WALL- SEE NOTES ON THIS SHEET FOR SPACING. .
<br /> ' STEP FOOTINGS AS REQUIRED TO REACN FIRM BEARlNG - � •� �
<br /> FB FLUSH BEAM WHERE SHEAR (PONY) WAtLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. 0 �
<br /> PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD ?
<br /> NDR HEADER - SEE S1.Q FOR LUMBER VALUES WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS FOUNDATiQN VENTS PROVIDE 72.5 SQ. IN. NET FREE AREA �
<br /> MAY REQUIRE 3x4 STtJDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. N
<br /> —� DOWNSPOUT: PROV(QE T1GHT LINE & RISER BOOT SHEET 51.1. � �
<br /> ALL WOOD !N CONTACT WfTN CONCRETE OR EARTH SHALL CONCRETE FOUNDAl1QN WALLS ARE 8" THICK UNLESS N
<br /> +�#" ELEVATION AT TOP OF CONCRETE NOTED OTHERWISE. ,�,
<br /> BE PRESSURE-TREATED AND STAMPED BY AN APPROVED o 1ob No.: '14-38 . �
<br /> AGENCY. ALL EXTERIQR COLUMNS, BEAMS AND �
<br /> �lNISHED SURFACE AROUND THE BU(LDING SHALL SLOPE
<br /> +##" FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALL BE qINAY NO LESS TNAN 2� FOR AT LEAST 5 FEET. � Sheet No,: �
<br /> : PRESSURE-TREATEQ. fl
<br /> � O POST SIZE & NUMBER OF BUNDLE[� STUDS COVER CRAWL SPACE FLOOR 1MTH 8 M(L. POLYETHYL�NE °� •
<br /> SEE SNEETS S9.0, & S9.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER. `�
<br /> DETAILS. �
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