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2X6 CJ @ 16" O.C <br />2X6 CJ @ 16" O.C <br />L=10'-3"L=4'-9" <br />L= <br />1 <br />0 <br />' <br />- <br />0 <br />" <br />L=7'-4"L=1'-8" <br />L= <br />2 <br />0 <br />' <br />- <br />0 <br />" <br />6 <br />S-2 <br />7 <br />S-2 <br />8 <br />S-2 <br />4" SLAB W/ #4 @16" <br />EA WAY + 6 MIL / <br />VISQUEEN + 2" SAND <br />T & B <br />4X <br />4 <br /> <br />N <br />O <br />. <br />2 <br />4X6 HDR4X4 HDR <br />4X <br />4 <br /> <br />N <br />O <br />. <br />2 <br />4X4 NO.2 <br />2 <br />S-2 <br />HDU <br />2 <br />2 <br />S-2 HDU <br />2 <br />2 <br />S-2 HDU <br />2 <br />6X6 POST W/2'X2'X12" <br />PAD 3 - #4 EA WAY <br />HDU <br />2 <br />2 <br />S-2 <br />EXISTING SLAB <br />FOUNDATION TO REMAIN <br />COAT WITH REDGARD <br />WATERPROFING <br />MEMEBRANE <br />3 <br />S-2 <br />4 <br />S-2 <br />3 <br />S-2 <br />2 <br />S-2 HDU <br />2 <br />2 <br />S-2 HDU <br />2 <br />7 <br />S-2 <br />(E <br />) <br />4X <br />4 <br /> <br />H <br />D <br />R <br />5 <br />S-2 <br />2X6 RR <br />@ 16" O.C <br />2X6 RR <br />@ 16" O.C <br />2X8 RIDGE BOARD <br />(CFI) <br />(C <br />F <br />I <br />) <br />(C <br />F <br />I <br />) <br />CF-1 = 12" WIDE X 24" DEEP FTG w/ 2 #4 T & B <br />NOTES <br />F-1= 2'-6" SQ X 24" DEEP <br />PAD w/4 #4 EA WAY. <br />F-2= 2'-0" SQ X 24" DEEP <br />PAD w/3 #4 EA WAY. <br />1 = 5/8" Ø X 12" AB @ 4'-0" <br />w/3" X 3" X 1/4" STL PLATES <br />4X4 HDR <br />4X <br />4 <br /> <br />H <br />D <br />R <br />4X4 HDR4X4 HDR 4X4 HDR <br />4X4 HDR <br />3 <br />S-2 <br />7 <br />S-2 <br />HDU <br />2 <br />2 <br />S-2 <br />2 <br />S-2 <br />HDU <br />2 <br />9 <br />S-2 <br />9 <br />S-2 <br />REPAIRS (E) S.O.G <br />1.CLEAN & REMOVE ALL LOOSE DEBRIS. <br />2.PATCH & FILL ALL CRACKS WITH EPOXY FILLER. <br />3.COAT WITH REDGARD WATERPROOFING MEMBRANE <br />(ICC-ES-1413) <br />4.INSTALL ALL PRODUCTS PER MANUFACTURE'S <br />RECOMMENDATIONS. <br />10 <br />S-2 <br />4 <br />S-2 <br />4" SLAB W/ #4 @16" <br />EA WAY + 6 MIL / <br />VISQUEEN + 2" SAND <br />T & B <br />L= <br />2 <br />' <br />- <br />4 <br />" <br />L= <br />8 <br />' <br />- <br />6 <br />" <br />L= <br />9 <br />' <br />- <br />0 <br />" <br />10 <br />S-2 <br />6 0F 12 <br />FRAMING / <br />FOUNDATION <br />PLAN <br />SHEET TITLE <br />REVISIONS <br />Sheet <br />S-1 <br />This drawings,specifications and ideas, <br />with these drawings shall constitute evidence <br />Disclaimer <br />designs thereby are and shall remain the <br />property of F. Solis (Draftsman) and no part <br />thereof shall be copied disclosed to <br />others or used in connection with any <br />work or project for which there have been <br />prepared and developed,without the <br />the written consent of F. Solis, visual contact <br />of acceptance of these restrictions. <br />1 <br />1 <br />1 PLAN CHECK 04.08.24 <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />B <br />Y <br />: <br />FR <br />A <br />N <br />K <br /> <br />S <br />O <br />L <br />I <br />S <br />AD <br />U <br />11 <br />2 <br />3 <br /> <br />M <br />A <br />G <br />N <br />O <br />L <br />I <br />A <br /> <br />A <br />V <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />, <br /> <br />C <br />A <br /> <br />, <br />9 <br />2 <br />7 <br />0 <br />7 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025