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<br /> ,-. QUANTUM
<br /> CONSULTING ENGINEERS
<br /> 1511 THIRD AVENUE
<br /> SUITE 323
<br /> SEATTLE,WA 98101
<br /> (9 \
<br /> TEL 206.957.3900
<br /> FAX 206.957.3901
<br /> www.quantumce.com
<br /> BASEMENT PLAN NOTES: 1.EGEND:
<br /> I. SEE SHEETS 51.0,51.1 AND 51.2 FOR GENERAL STRUCTURAL NOTES AND (Fxx) INDICATES SPREAD FOOTING
<br /> ABBREVIATIONS. SEE SHEETS 53.0 4. 53.1 FOR TYPICAL CONCRETE SEE 1/53.1 FOR SCHEDULE <
<br /> AND FOUNDATION DETAILS.SEE SHEETS 54.0 4 4.1 FOR TYPICAL
<br /> MASONRY DETAILS.DETAILS. j,----INDICATES FOOTING •• 0 co
<br /> a z
<br /> 42 . OC) ...,
<br /> 2. SLAB-ON-GRADE SHALL BE 6"THICK CONCRETE REINFORCED WITH#46 0
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<br /> @ 16"O.C.EACH WAY,U.O.N. SEE ARCHITECTURAL DRAWINGS FOR .. --,„--INDICATES FOUNDATION WALL F_ >_ 0 0
<br /> ADDITIONAL INFORMATION REGARDING SUB-GRADE MOISTURE OR 5HEAR WALL '
<br /> (9 <
<br /> BARRIER AND ELEVATIONS,ETC. a.
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<br /> 7---INDICATES FOOTING ET) z I-u co D
<br /> 11.1
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<br /> 3. FOR SLAB-ON-GRADE JOINTS,SEE DETAIL 5/53.0.
<br /> IL
<br /> 4. WHERE NEW CONCRETE 15 CAST AGAINST EXISTING CONCRETE -----INDICATES 8"CMU WALL. SEE GENERAL i --1 W 1--
<br /> NOTES AND DETAILS FOR REINFORC° L./CING co ,..., w
<br /> > '11,
<br /> FOUNDATIONS,DRILL AND EPDXY#4 DOWELS x 31-0"LONG TO LAP LLI
<br /> REQUIREMENTS 4) 0 rD W LU
<br /> -L' WITH THE NEW FOOTING LONGITUDINAL REINFORCING(5"MINIMUM Z
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<br /> EMBEDMENT).
<br /> ,0) I NO I C ATES STEEL COLUMN. (.0 LU Z CO
<br /> Li k, E3ASEMENT FOUNDATION PLAN 7 AT THIS LEVEL,BASE Drawing:2PLATE
<br /> PER DETAIL 8153.1
<br /> '0'4 M.Pr SCALE: I/8" . 11-0" S2.0
<br /> 6816 Evergreen Way- B1206-014 Job Number.
<br /> 12104.01
<br />
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