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T.O.F. d 0Q 1 all , ,,Iii � .. 8' ; N : 0 104'46 iN ___ _ \ Date • 08/29/2014 53.1 �� SDG Project No. • 14-050 Or5.1ri - IDrawn By • SDG / Checked By • JDS 14'-11Y4" 2'-0" 12'-Lt '' 2'-O" 14'-IIY4" 1 '-3" q'-3" 4'-04" I'-8" 6'-03/4" 10'-0" 4'-0" / 4'-0" 1'-5" / 16'-0" / 13'-10" / 16'-2" / 1 a'-6" Date • Issue / 26'-6" / 08/13/14 • Progress Set 08/21/14 • Progress Set BASE PLATE SCHEDULE PAD FOOTING SCHEDULE 08/25/14 • Progress Set ODFoundation Plan 0 , I I/2 2" FOOTING DIMENSIONS 08/27/14 • Progress Set 3/16" ' (TYP.) 3/16" " _ i/f MARK RE I NFORG I NG SCALE: 1/4"=I'-O" . eii4 No_ Plan Size Depth 08/29/14 • Construction N Q- \ O 3'-0" x 3'-0" 1'-0" (4) # 5 Bars Each Way NOTES: 1. REFER TO SHEET 51.1 FOR GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. NORTH • I - ANCHOR 2. REFER TO SOILS REPORT FOR ALL EXCAVATION, FILL, COMPACTION, (4) 3/4" ANCHOR - _ _ _ ., (4) 3/4" • BOLTS (TYP.) = �4 BOLTS (TYP.) 0 3'-O" x 3'-O" O'-IO" (4) # 5 Bars Each Way AND OTHER SUBGRADE CONSIDERATIONS. COORDINATE ALL DRAINAGE, PI:WIWATERPROOFING, VAPOR BARRIERS AND OTHER PREPARATIONS - �i HSS COLUMN in _ HSS COLUMN 0 " „ # WITH ARCHITECTURAL DRAWINGS AND SOILS REPORT. Title • Foundation Plan RE: PLAN RE: PLAN 4-O x 4-O I-O (5) 5 Bars Each Way 3. REFER TO ARCHITECTURAL DRAWINGS FOR MISG. FOUNDATION PENETRATIONS. ": milO tr 4'-6" x 4'-6" I'-O" (5) # 5 Bars Each Way 4. REFER TO ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE LOCATIONS. ALL PLUMBING KIM BLOGKOUTS WITHIN THE SLAB ARE TO BE FILLED. CL COLUMN AND CL COLUMN AND 5. REFER TO DETAIL 6/SI.1 FOR TYPICAL BEAM POCKET REQUIREMENTS. / 6211 ,F 5" / BASE PLATE EQ , A EQ BASE PLATE . - " _ - " NOTES: 2 PROVIPAD DE ARE D�TANGE FROM BOTTOMOF FOOTIN6BE CENTERED BELOW COLUMN TTOLINES REINF(OR�NG. S2 . 1 © BASE PLATE THICKNESS 3/4 O BASE PLATE THICKNESS 3/4 3. REFER TO PLAN FOR TOP OF FOOTING ELEVATIONS. N I ♦ I