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Written dimensions on this drawing shall hove precedence over • <br /> .. scolded dimensions. Contactor shall verify all dimensions ' ."� <br /> conditions.etc..pertaining to the work before proceeding. _ <br /> The Owner must be notified of any variations from the <br /> dimensions and/or conditions shown on these drawings. Any Ff <br /> such variation hall be resolved by the Owner prior to AIiC ," <br /> p edinwith thework,or the Contractor shall accept <br /> Pull eresponsibility for te cost to rectify same. <br /> ar•. 1941A1.1 <br /> 24'-0" OVERALL <br /> Cl) <br /> (y�s%luns . <br /> A (.2%STW5�4 �� Cy XJ(9 1' <br /> h PLATES 4�C 04 PLATES % 0' O B <br /> $,yo � U i'.4 <br /> r» g <br /> F_X� <br /> 0'Ge r •ATION WALL I NOTE, L^rt f' 1 <br /> I. 4"GONG.: ':"i a» <br /> 4"GRAVEL FILL . " <br /> COMPACTfSMIL <br /> EPOR r^ M <br /> IS"xl" GONG.FOOTING I _ I BAI�IILIVAPOR S�R. O Cl') I�� 1I�.y'7 <br /> R-IO RIDGIPERIMETER <br /> INS.• PERIMETER t I SLAB Y 0 "� A <br /> PERIMETER! SLAB2C. - 1�yy <br /> N UL,TIO NOAL. EDGE,24"TOTAL. 1 <br /> INSULATION NOT O <br /> NEEDED WHEN GRADE W <br /> in 1 <br /> st IS 4 FEET OR MORE B <br /> I ABOVE SLAB ELEVATION Q, R <br /> IB'-O" MI "C Cr)�� If7t± B <br /> IS"Xi"STRIP FOOTING C r� <br /> W/2-54 CONTINUOUS —— 0 7 <br /> IL-1 <br /> d —_-1 I i :: <br /> - w <br /> O. <br /> I6"4-1"STRIP FOOTING I, <br /> L W/2-54 CONTINUOUS gT 0 <br /> J 4—Iti0 1 <br /> C PI-4" v (1 <br /> I II 0'-6" <br /> o 0 0 <br /> o ry Q a I � <br /> in r in ,5,. ii. ;t czi <br /> Z � <br /> i�l 4"CONC.SLAB ON I {y <br /> 4"GRANULAR SEP V <br /> ON TAMPED GRADE <br /> SLOPE 3"TO O.H.CO. <br /> SO <br /> p2 <br /> 6 CS T � Ili <br /> �Ad 42 <br /> • <br /> ii <br /> z0 - spy=< dlFCONT.FOOTINGSHEAR NOTE: OOH.DOOR <br /> p- dote: OU-04-1 <br /> MI EDGE OF SLAB IWO! permit: <br /> I. 3X MATERIAL CAN BE USED FOR >; _�'�w revisions: <br /> ALL MUDSILLS s Sr <br /> 2.SET A DOUBLE 2X STUD BEHIND <br /> I ASO 'TO <br /> EVERY STHDI4 HOLDOWN CALLED OUT <br /> v E� a <br /> ON THE FOUNDATION PLAN. SET HOLDOWN <br /> 7 —I <br /> 1/2" MINIMUM AWAY FROM WALL CORNERS, ® --2" ® "I ' <br /> WINDOW AND DOOR HEADERS. IT IS IMPORTANT - 511'123 L <br /> THAT THE FOUNDATION CONTRACTOR HAS THE TEsP2-2" <br /> MAIN FLOOR PLAN SHEET TO PROPERLY (a)ue coos 0�4t Cocax <br /> LAYOUT HOLDOWNS. PLATES '," <br /> 5. A MST48 STRAP WITH (2) 1/2" BOLTS INTO 4, ks 'oRte <br /> THE FOUNDATION IS A PROPER FIX FOR -10 -10 <br /> A MISPLACED STHDI4 HOLDOWN. 5.-6" <br /> NOTES: I' I' <br /> ALL WOOD IN CONTACT WITH CONCRETE 16'-3" R.O. <br /> SHALL BE PRESSURE TREATED OR CEDAR. ChO1Nn by: MWJ <br /> la'-o" 5'-0" necked by: <br /> PROVIDE CRAWL DRAIN is LOW POINT <br /> IN CRAW-SPACE. 24'-0" OVERALL <br /> SOLID BLOCKING UNDER ALL BEARING WALLS. - <br /> SLOPE ALL GONG.STOOPS AND/OR PATIOS <br /> I/4"PER FOOT AWAY FROM DOORWAYS. <br /> r.---0.502 aft` BEARING WALL ABOVE A a <br /> »^'" SHEAR NOTE: ' Iy�' . <br /> SEE SHEET, FOR .:I ALL WALL O U 11� ' T I ON ....—..I�. A <br /> LOCATIONS,SHEAR WALL <br /> NAILING SCHEDULE, t DETAILS. <br /> SEE GENERAL NOTES _E 1/4' _ -O , <br /> f <br /> f <br /> 13_i <br /> __R .. <br />