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<br /> ,��_g� � � SLAB SLOPES 3Yi" � � REGISTER�D
<br /> _ I FROM BACK TO APRON � � �' � ARCHITECT
<br /> 10" I I � � �
<br /> I I � �
<br /> � 1 !
<br /> o ( i i i ROBERT E. WEIBLE
<br /> STATE OF WASH►NGTON
<br /> 6 I I � I
<br /> I I � I
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<br /> WALL AT HIGH FDN � � �
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<br /> � � � FIN. FLOOR � I � � ,
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<br /> � I LONG & #4 C� 12. � I � � Q •
<br /> ;� �• I � O.C. SHORT TYP. �� EARING WALL ABO � �
<br /> � � -12�/a" OF TlED F�071NGS v � � 10 i�
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<br /> S6.0 � � I o J� � � PONY o =
<br /> �� � N 1 WALL oo � �
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<br /> � WALL AT HIGki FDN �
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<br /> `� �� � SLOPE 1" _J ��
<br /> � i� �------ -----------------�----___._�-_--�- I'
<br /> � ------- ----- - _
<br /> �- ------ -------- '"'-�- � T FRAMING CONTRACTOR SHALL
<br /> _ � _12n "—� VEFZIFY HOLDOWN LOCA�iQNS
<br /> PRfOR TO POURING FOUNDATION.
<br /> D1 3'-�OJ�q" .
<br /> 1'-3%q." 20�-4�2p ALL EXTER(OR SHEARWA�LS
<br /> ' 24'-S%4" SHALL BE P6TN U.N.O. � ,
<br /> � �
<br /> LOCATION OF DOWNSPOUT RISER BOOTS REVISED �
<br /> FOUNDt�TION PLAN � '� � �
<br /> 26��-� , �, o �
<br /> �/4" = 1'-0" CRAWL. SPACE VENTiNG:
<br /> REQUIRED: 770 SF/300 = 2.57 SF = 370 SQ. IN. �
<br /> � � V
<br /> PROVIDED: 435 SQ. IN. - 6 VENTS C� 72.5 SQ. fN. � � S N
<br /> LOCATE VENTS WITHW 36" OF CRAWLSPACE CORNER+ �
<br /> UNLESS NOTED. SEE D1 CRAWLSPACE NO�fE FOR � � � 3
<br /> GROUND G0�lER. � � � �
<br /> ION NOTES .�' � o �
<br /> FO U N DAT � L Z
<br /> SEE STRUCTURAL SHEET S1.0 FOR ALL FLOOR'NFORMATION. HANGERS NOTED ARE SIMPSON STRQNG-T1E. � � ; _
<br /> NAILWG ANQ OTHER PERTINENT STRUCTURAL p� FOUNDATION WALLS: FOR TYPE "P" (PLYWOODj �
<br /> L E G E N D WALLS (N CRAWL SPAC� ARE 2x4 STUDS SHEAR WALLS, PROVIDE AN EXTRA ANCHOR BOLT EACH � � W � .
<br /> ALL PQNY � �
<br /> UNIESS NOTED, SIDE OF VENT. --
<br /> 0
<br /> 2x10 C� 16" OC UNLESS NOTED SHEAR WAI1S SHOWIV AT F4UNRATION WAL�S ARE FOR PROVIDE 4" PERFORAlED �OOTtNG DRAtNS AT PERIMETER � �.• .
<br /> PLATE ANCHQR PLACEMENT. S�E SHEAR WALL SCHEDULE OF ALL BUILDINGS. N
<br /> �OR SPACING. �
<br /> SHEAR WAIL- SEE NQ�ES ON THIS SHEET STEP FOOT{NGS AS REQUiRED TO REACH FlRM BEARING - �
<br /> 0
<br /> WHERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE SEE 4,5/S6.0. m •
<br /> Fg �LUSH BEAM PLYWOOQ. IT MUST BE APPLIED 70 THE SIDE OF STUD �
<br /> WALL WITH THE SYMBOL. SOME PLYWOOD SHEAR WALLS FQUNDATION VENTS PROV1pE 72.5 S4. IN. NET FREE AREA � ,
<br /> MAY REQUIR� 3x4 S7UDS. SEE SHEAR WALL TABLE ON PER STUD SPACE. � '
<br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES p
<br /> SHEET S1.1. °
<br /> —()o DOWNSPOUT: PROVIDE TIGHT L(NE & RISER BOOT CO.NCRETE FOUNDATION WALLS ARE 8" THiCK UIV��SS N ,
<br /> ALL WOOD IN CONTACT WlTH CONCRETE OR EARTH SNALL NOTED OTHERWISE. o Jo6 No.: 14-38
<br /> +#�" ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED �
<br /> AGENCY. ALL EXTERIOR COLUMNS, BEAMS AND f1NISHED SURFACE AROUND THE BUILDING SHALL SLOPE � Sheet No:
<br /> -�-�#" FINISH SLAB ELEVATION JOISTS �XPOSED TO THE WEATHER SHALt BE AWAY NO LESS THAN 2% FOR AT LEAST 5 �EET. o
<br /> PRESSURE-TREATED. �
<br /> COVER CRAWL SPACE FLOOR WITH 6 MIL. POLYETHYLENE �
<br /> � Q POST SIZE & NUMBER OF BUNDLED STUDS SEE SHEETS S9.0, & S9.1 FOR 7YPICAt WOOD FRAMING VAPOR BARRfER. '�
<br /> • DETAILS.
<br />
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