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Y6" <br />BEAM <br />FENCE <br />(TYP) <br />Y16" GRADE <br />BEAM CRACK <br />0 <br />eo <br />`o <br />Y,6" GRADE ao <br />BEAM CRACK <br />03 <br />"O <br />uI- +Y2" +yN � <br />0" <br />0" <br />0„ ADDITION AC <br />---------------- <br />0" <br />y" <br />-1 X. <br />- <br />13 <br />o <br />r; <br />-1 V. <br />-1 Y" <br />-2" <br />FP <br />-1" <br />o <br />-2 is " <br />-2 Y" <br />-2 y" <br />11 <br />A. <br />0 <br />i_ <br />-2 y" <br />10 <br />-3 Y4" <br />ENTRY -4" -2 & <br />-1 Y" <br />G is <br />6'-6" <br />105 8'-ON <br />6 8t-ON <br />07 8,-ON 08 <br />8'-ON 09 <br />2,-O„ <br />PLAN NOTES: <br />PILES 01 & 13 ARE STABILIZE <br />ONLY. MINIMUM PILE <br />EMBEDMENT DEPTH =10 FT. <br />SPLICE CHANNEL ONLY @ <br />PILES. <br />WOODEN <br />DECK <br />FOUNDATION & ELEVATION ASSESSMENT PLAN <br />Y16" GRADE <br />BEAM CRACK <br />PONDING <br />WATER <br />(TYP) <br />CRAWLSPACE <br />ACCESS <br />GRADE <br />AM CRACK <br />LEGEND <br />- - - - FLOOR ELEVATIONS TAKEN BY RAM JACK ON 2/12/2021 <br />® - - - - HELICAL STEEL PILE (10.0 KIP CAPACITY) <br />0 - - - - HELICAL STEEL PILE THROUGH CONCRETE (10.0 <br />KIP CAPACITY) <br />- - - - C 6x8.2 STEEL CHANNEL <br />NORTHWEST <br />NELL LUND <br />SHEET: <br />7424 BEVERLY LN <br />S K -1 <br />ENGINEERING GROUP <br />EVERETT,WA <br />P.O. BOX 10393, <br />SCALE: <br />DATE: <br />EUGENE, OR 97440 541 393-7363 <br />1 3/32" = 1'-0 <br />03/02/2021 <br />r <br />