S-404.pdf
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- General Purpose Storage Building, Watervliet, NY Federal contract opportunity
- Solicitation number
- W912DS-18-B-0014
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S-404
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6 0
75'-1" TO EXTERIOR EDGE OF COLUMNS
4'-0"
TOP OF RETAINING WALLS
below finished grade minimum 4'-0"
76'-11" out to out building line
7'-4"
13'-4"
9'-7"
18'-1"
19'-0" for opening dimensions door schedule see architectural for opening dimensions door schedule see architectural canopy details see architectural canopy details see architectural
7'-9" section c - END FRAME COLUMN LINE A for dock leveler notes see structural dwg. s-001 dock leveler placement drawings for see architectural for loading dock notes see structural dwg.s-001 location and dimensions for loading dock and civil drawings see architectural loading dock elevation
50'-0" 20'-0" section a-a section b-b
68'-0"
69'-0"
70'-0" 1'-6" fin. fl. 70'-0" see a-201
4'-0"
8'-0" grade 1'-6"
6'-0" 14'-0" b-b
A-A
RETAINING WALL FOR TRENCH DRAIN PIPE
SEE C-202 CUT 6" SLEEVE THROUGH
12"Trench DRAIN TOP EL. 65.8'
SEE C-504 FOR TRENCH DRAIN DETAIL
LOADING DOCK
8" concrete knee wall
0'-0"= 70'-0"
NOTES
5. COORDINATE WITH FINAL MASONRY PLACEMENT.
COLUMN AND BEAM DIMENSIONS AND PLACEMENT.
4. COORDINATE WITH FINAL METAL BUILDING
DOOR AND MASONRY DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR CANOPY,
FOR OPENING DIMENSIONS AND LOCATIONS.
2. SEE ARCHITECTURAL DOOR SCHEDULE
AND CANOPIES.
METAL BUILDING BEAM SUPPORTS AT DOORS
1. SEE DRAWINGS S-403 AND s-404 FOR verify Full length of slab to be reinforced sEE c-104 FOR SLAB/PAVEMENT SLOPE
DUTY SLAB/PAVEMENT REQUIREMENTS
SEE C-110 and C-501 FOR HEAVY
%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
%PRODUCTION DATA 1%
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