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B.b B.c B.d B.e B.f B.g <br />z <br />a <br />J <br />a <br />z <br />O <br />H <br />a <br />z <br />O <br />LL <br />N <br />m <br />0 <br />J <br />m <br />W <br />z <br />w <br />O <br />U <br />O <br />LL <br />In <br />POST SCHEDULE <br />MARK <br />SIZE <br />OA <br />46 DF#2 <br />O <br />6x6 DF#2 <br />O <br />HSS 3%"SQ.x%" <br />* INDICATES FRT POST <br />I1 <br />NOTES: <br />1. REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL DIMENSIONS. <br />2. MECHANICAL UNITS OVER 400 LBS ARE TO BE BOLTED TO SLAB —ON —GRADE <br />WITH A MINIMUM (4)y2"O EXPANSION ANCHORS, EMBED 3y2" MIN. <br />3. REFER TO SHEET S7 FOR STAIR REQUIREMENTS. <br />4. XXX.XX' INDICATES STEP FOOTING AND ADJACENT TOP OF <br />XXX.XX' FOOTING ELEVATIONS. REFER TO DETAIL 20/S7. <br />5. C# INDICATES COLUMN TYPE ON THIS LEVEL. <br />REFER TO DETAILS SHEET S7 FOR COLUMN TYPE REQUIREMENTS. <br />COLUMNS ARE CENTERED ON GRIDLINES UNLESS OTHERWISE DIMENSIONED. <br />6. P# INDICATES CONCRETE WALL TYPE. REFER TO ELEVATIONS ON <br />SHEETS S6—S6.2 FOR WALL ELEVATIONS. <br />7. ALL SLAB —ON —GRADE, GRADING, EXCAVATION AND SUB —GRADE PREPARATION <br />TO BE DONE IN ACCORDANCE TO GEOTECH REPORT. <br />B. PROVIDE SAWCUT JOINTS PER DETAIL 18/S7 BETWEEN COLUMNS, WALLS AND AT <br />30' 0. C. MAX. <br />9. 0 INDICATES CONCRETE COLUMN OR WALL. ALL WALLS NOT INDICATED <br />AS CONCRETE ARE METAL STUD ON THIS LEVEL. REFER TO THE <br />DETAILS ON SHEET S11 FOR REQUIREMENTS. <br />FOOTING SCHEDULE <br />MARK <br />SIZE <br />THICKNESS <br />REINFORCING <br />F2 <br />2'-0" SQ <br />10" <br />(3)#5B EA WAY <br />F3 <br />3'-0" SQ <br />10" <br />(3)#56 EA WAY <br />F4 <br />4'-0" SQ <br />15" <br />(5)#5B EA WAY <br />F6 <br />6'-0" SQ <br />15" <br />(8)#56 EA WAY <br />F8 <br />8'-0" SQ <br />21" <br />(9)#6B EA WAY <br />F10 <br />10'-0" SQ <br />24" <br />(15)#68 EA WAY <br />F24 <br />2'-0"x4'-0" <br />12 <br />(3)#4 LONG. & <br />(6)#4 EQ SP TRANS. <br />FA <br />30'-6"x20'-0" <br />24" <br />#6T/B AT 9" O.C. <br />EA WA Y <br />FB <br />31'-6"x21'-0" <br />24" <br />#6T/B AT 9" O.C. <br />EA WA Y <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />C SCI <br />WASy/� 1��� <br />0 <br />4 il'_ <br />n 37334 <br />CTURAL ENG�� li�i1P <br />STAMP <br />Z <br />o <br />= <br />€ <br />aW <br />LU <br />`-E <br />a <br />w <br />'9 <br />Z <br />omw <br />a <br />N <br />0 <br />ViwN <br />NQo <br />Foo <br />UZ <br />c <br />0 <br />0. <br />w <br />d <br />0 <br />m <br />c <br />�11 <br />L) <br />W <br />w <br />M <br />z <br />o <br />W <br />W <br />w <br />w <br />0 <br />LL <br />*+ <br />W <br />0 <br />= <br />Z <br />W <br />A, <br />Z <br />W <br />o <br />�Z <br />=W <br />E< <br />t <br />r¢ <br />ID <br />m <br />Ez <br />3- <br />0z <br />Q <br />cr)LL <br />Cl04 <br />I <br />y <br />d <br />m <br />F-w <br />L <br />�� <br />o <br />00 <br />W C <br />N <br />�® <br />o <br />00 W <br />+= <br />z <br />a <br />0 <br />LU <br />V <br />N <br />U_N0 <br />w <br />Lu <br />a � ¢ <br />�W <br />LU <br />¢ <br />LU <br />OF- <br />w <br />Z o m <br />ww <br />LU <br />LL <br />U) <br />O li O'D m <br />F_ a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />FOUNDATION <br />PLAN <br />w <br />¢ <br />Z <br />Lu <br />J <br />LL <br />LEVEL 1 FOUNDATION PLAN <br />NORTH <br />SCALE 1/8" = 1'-0" <br />KEY PLAN <br />S2N <br />