HomeMy WebLinkAboutR-43781300
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VAULT B2 LID TOP REINFORCEMENT
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VAULT B1 LID TOP REINFORCEMENT
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STRUCTURAL SLAB PLAN NOTES:
1) ELEVATIONS ARE SHOWN IN BOXES.
2) REFERENCE SHEET S1 FOR GENERAL NOTES AND TYPICAL DETAILS.
3) SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.
4) VAULT LIDS MUST BE IN PLACE PRIOR TO BACKRLLING AND COMPACTING
SOIL BEHIND WALLS.
5) SLAB JOINTS SHALL OCCUR ONLY IN MIDDLE 1/3 OF BAYS BETWEEN
COLUMNS. REFERENCE DETAIL E/S1 FOR STRUCTURAL SLAB JOINT DETAIL.
6) WHERE QUANTITIES OF REINFORCING BARS ARE ADDED, (EXAMPLE: "ADD
(5)#6 X 6'-0" AT COLUMN STRIP"), THESE BARS SHALL BE PLACED BETWEEN
THE CONTINUOUS BARS AND EVENLY DISTRIBUTED WITHIN THE SPECIFIED STRIP
DIMENSION.
7) TWO OF EACH OF THE CONTINUOUS BARS, BOTH TOP AND BOTTOM, AT
ALL COLUMN STRIPS SHALL PASS DIRECTLY THROUGH OR ABOVE THE
VERTICAL COLUMN REINFORCING STEEL
8) ALL BOTTOM REINFORCING SHALL BE CONTINUOUS TO 6 INCHES PAST THE
INSIDE FACE OF THE EXTERIOR BEARING WALL
9) REFER SHEET S3 FOR INFORMATION NOT NOTED HERE.
10) ALL PENETRATIONS IN SLABS & WALLS SHALL BE ROUND & REINFORCED PER DETAIL F/S1.
11) 2'-6" MAX. SOIL DEPTH OVER VAULT LIDS.
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A K
ENGINEERS, INC.
600 UNIVERSITY STREET -SUITE 1122
SEATTLE • WASHINGTON • 98101-4104
(206) 381-9900 • FAX (206) 381-9909
AKB JOB No. 202016
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DATE: 3/13/03
STRUCTURAL
SLABS TOP
REINF. PLANS
S4
202016
R-437813