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SLAB i i--- — » � � � o T . <br /> a I I M <br /> cv ( � _5 � � � o <br /> N S o � � SLAB SLOPES 3%z" I I q.'-7� 9'-5"I � V <br /> ii FROM BACK TO APRQiV I 3Y�2�C. i � 7 �i <br /> F � � <br /> I I <br /> � � i I P6 SLOPE 1 Y4" � � D1 <br /> � T <br /> � N <br /> � ' ' i i � _ _ <br /> P6 � i-12Yz" I I , ' � � L -� <br /> � 1 � 11 � � ,... <br /> . 1 1 � S6.0 �q � <br /> � 1 12�/a" I �-------------------- ' f 4x4 W/ ABU�44 �! <br /> � f - t POST BASE o <br /> I 1 � 6 15 � � <br /> � -f 7Yz" S1.2 r---------- ----- - ,� �i =N � <br /> � � S1.2 D1 56.0 � �` p <br /> S7ND14 �- ---- ----- ---- -------- -- ------- -J � i � _� , <br /> -- —��.—��— �--� ����— —���—�— —1Z�I4n N d r <br /> - - - - a 11 <br /> _ - -------- ----�-- ----------------- _ - � STI-fD14 � �d <br /> = p3 �8 P3 � <br /> S6.1 2�-3" �6'-3" 56.1 2'-6 9'-2" 2'-4A <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 />