Laserfiche WebLink
FOOTING SCHEDULE <br />FG=569.84' <br />TB V <br />1►1011r641 <br />1. <br />REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR WALL DIMENSIONS. <br />z <br />2. <br />MECHANICAL UNITS OVER 400 LBS ARE TO BE BOLTED TO SLAB -ON -GRADE <br />a <br />z <br />WITH A MINIMUM (4)/" O EXPANSION ANCHORS, EMBED 3�2" MIN. <br />O <br />3. <br />REFER TO SHEET S7 FOR STAIR REQUIREMENTS. <br />Q <br />z <br />4. <br />XXX.XX' INDICATES STEP FOOTING AND ADJACENT TOP OF <br />XXX.XX' FOOTING ELEVATIONS. REFER TO DETAIL 20/S7. <br />U_ <br />1 <br />5. <br />C# INDICATES COLUMN TYPE ON THIS LEVEL. <br />NREFER <br />TO DETAILS SHEET S7 FOR COLUMN TYPE REQUIREMENTS. <br />COLUMNS ARE CENTERED ON GRIDLINES UNLESS OTHERWISE DIMENSIONED. <br />m <br />Q6. <br />P# INDICATES CONCRETE WALL TYPE. REFER TO ELEVATIONS ON <br />0 <br />SHEETS S6-S6.2 FOR WALL ELEVATIONS. <br />m <br />' <br />7. <br />ALL SLAB -ON -GRADE, GRADING, EXCAVATION AND SUB -GRADE PREPARATION <br />� <br />TO BE DONE IN ACCORDANCE TO GEOTECH REPORT. <br />W <br />O8. <br />PROVIDE SAWCUT JOINTS PER DETAIL 18/S7 BETWEEN COLUMNS, WALLS AND AT <br />U <br />30' 0. C. MAX. <br />Ix <br />0 INDICATES CONCRETE COLUMN OR WALL. ALL WALLS NOT INDICATED <br />O9. <br />0 <br />AS CONCRETE ARE METAL STUD ON THIS LEVEL. REFER TO THE <br />DETAILS ON SHEET S11 FOR REQUIREMENTS. <br />w <br />a <br />z <br />Lu <br />J <br />LL <br />LEVEL 1 FOUNDATION PLAN <br />SOU TH SCALE 1/8" = 1'-0" <br />MARK <br />SIZE <br />THICKNESS <br />REINFORCING <br />F2 <br />2'-0" SQ <br />10" <br />(3)#58 EA WAY <br />F3 <br />3'-0" SQ <br />10" <br />(3)#58 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)#5B 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)#6B EA WAY <br />F24 <br />2'-0" <br />12 <br />(3)#4 LONG. &x4'-0" <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 />A 8 8 OF <br />CORNER <br />Y <br />POST SCHEDULE <br />MARK <br />SIZE <br />O <br />46 DF#2 <br />OB <br />6x6 DF#2 <br />OC <br />HSS 3%"SQ.x1'4" <br />* INDICATES FRT POST <br />KEY PLAN <br />SOUTH <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 />OF WAs4/ <br />�0cl �� <br />4 il'_ 4�1 <br />,P 37334 <br />Z11- RAL ENG�� li�i1P <br />STAMP <br />z <br />O <br />-_ <br />a.-ccrn <br />LU <br />a <br />w <br />'9 <br />z <br />omw <br />Q <br />N <br />O <br />ei <br />w <br />N <br />Q <br />O <br />F <br />0 <br />O <br />LU <br />vi <br />z <br />c <br />0 <br />0. <br />d <br />c <br />m <br />c <br />m <br />a <br />�11 <br />n <br />w <br />w <br />2 <br />O <br />1 <br />w <br />N <br />U3 <br />w <br />0 <br />*+ <br />w <br />0 <br />z <br />w <br />, <br />CD <br />z <br />o <br />�z <br />�w <br />E< <br />m <br />�x <br />ID F- <br />EZ <br />3- <br />0z <br />LL <br />Q <br />M <br />0404 <br />(N <br />5 <br />m <br />F U3 <br />L <br />�� <br />o <br />00 <br />W � <br />N <br />w® <br />r <br />00 W <br />Z It <br />a <br />LU <br />a <br />0 <br />) <br />U J <br />LU <br />w <br />N <br />c' <br />00 <br />J J Ui <br />� m <br />v <br />Lu <br />a � ¢ <br />�W <br />LU <br />Q <br />WUZ <br />OF- <br />LU <br />z o > <br />y <br />PROJECT #: <br />1827 <br />DRAWN BY: <br />TF/BV/JH <br />CHECKED BY: <br />MS/EM <br />FOUNDATION <br />PLAN <br />S2S <br />