SB102 Rev 7.pdf
PDF 510 KB Posted
- Attached to
- Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
- Solicitation number
- n44255
About this file
This document package includes construction plans and specifications for a federal solicitation. The construction plans detail the foundation layout and design for a new pier, trestle, vessel maintenance facility, parking area, and fuel distribution and storage system. The facilities will support a Maritime Force Protection Unit's operations mission to provide security escort for submarines transiting between homeport and local test ranges, in support of a Nuclear Weapons Security program. The construction documents include foundation plans, design details, notes, schedules and specifications. The related solicitation provides additional context, seeking these maritime support facilities under a Department of the Navy contract through the Naval Facilities Engineering Command.
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Text version
1 2 3 4 5 6 7
CC
BB
AA
10' - 0" 25' - 0" 25' - 0" 27' - 6" 30' - 0" 27' - 6" 10' - 0" 25' - 0" 25' - 0"
F5.0F5.0F5.0
F5.0 F5.0 F5.0
DD
E
F5.0
STL COL
PER MBM
F2.0 F2.0
F2.0F2.0
F2.0
F2.0 F2.0
F2.0
F2.0
1' - 4"
2' - 2" 2' - 6"
3' - 6" 3' - 6"
2' - 2"3' - 6"6'-0" W x 32'-0" L x 2'-6" D CONC FTG w/ (8) #7 LONGIT, TOP & BOT & #5 @
12" OC TRANSV, TOP & BOT
8"
5"
F4.0
F4.0 F4.0 F4.0
F2.0 F2.0
C1
SB301
TYP
C1
SB301
TYP
C1
SB302
C2
SB301
A4
SB301
A4
SB301
C1
SB301
TYP
C4
SB301
SB302
C3
TYP
PER MBM
P E
R M
B M
P E
R M
B M
P E
R M
B M
P E
R M
B M
P E
R M
B M
C2
SB302
C2
SB302
C2
SB302
C2
SB302
C2
SB302
C2
SB302
SB501
C3
TYP
(3) #6 CONT
1' - 4"
(4) #6 CONT
(3) #5 CONT
(3) #5 CONT
(6) #6 CONT
(4) #6 CONT
(3) #6 CONT
6'
0"
5' - 0"
(3) #5 CONT
(3) #5 CONT
(3) #5 CONT (3) #5 CONT (3) #5 CONT (3) #5 CONT
6'
0"
2'
6"
5' - 0"
C12 x2
0.7
TYP
W T
W T
WT3
(5 ) 8
S35
0-
(5 0 K
SI)
(5 ) 8
S35
0-
(5 0 K
SI)
F5.0
5'-0" W x 28'-0" L x 1'-6" D CONC FTG w/ (6) #7 LONGIT, BOT & #5 @ 12" OC
TRANSV, BOT
2'
6" 2'
6"
6'-0" W x 54'-8" L x 2'-6" D CONC FTG w/ (8) #7 LONGIT, TOP & BOT & #5 @
12" OC TRANSV, TOP & BOT
PLUMBING LINE
PER PB201
6'-0" W x 52'-8" L x 2'-6" D CONC FTG w/ (9) #7 LONGIT, TOP & BOT & #5 @
12" OC TRANSV, TOP & BOT
5'-0" W x 31'-6" L x 1'-6" D CONC FTG w/ (6) #7 LONGIT, BOT & #5 @ 12" OC
TRANSV, BOT
3 33
14 14
9 13 13 13
C1
SB302
SIM
3 3 3
8 8
8 TYP
TYP
14 14
5 5 5
5 5 54
(6) #6 CONT
7 7
7C12x20.7
TYP
6'-0" W x 30'-8" L x 2'-6" D CONC FTG w/ (8) #7 LONGIT, TOP & BOT & #5 @
12" OC TRANSV, TOP & BOT
11 11
A4
SB301
12 12
12 12
12 12
12 12
12 12
(3) #5 CONT
TYP
TYP
13 TYP13 TYP13 TYP13 TYP
TYP TYP TYP
TYP 13 TYP
F2.0
13 TYP13 TYP
800S300-97
(33 KSI)
F2.0
20 20 20 20 20 20
20 20 20 2020 20 20 2020 20
F5.0
GENERAL NOTES:
1. ELEVATION AT TOP OF SLAB SHALL BE 0'-0" RELATIVE DATUM. SEE CIVIL FOR ACTUAL DATUM.
ELEVATION AT TOP OF FOOTING SHALL BE 1'-0" BELOW TOP OF SLAB, UNO. FINAL ELEVATIONS SHALL BE DETERMINED BY ON-SITE VERIFICATION BY THE CONTRACTING OFFICER, BUT SHALL
NOT BE SHALLOWER THAN THOSE SHOWN ON THIS PLAN. REFER TO STRUCTURAL GENERAL
NOTES FOR ADDITIONAL INFORMATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.
3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT.
4. REFER TO FURNITURE PLAN ID101 FOR LOCATION OF ALL RACKS, CABINETS, TOOLS AND USER
EQUIPMENT. ANCHOR EQUIPMENT AS REQUIRED PER SPECIFICATION.
5. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.
6. METAL BUILDING SUBMITTAL SHALL BE REVIEWED AND APPROVED AND FOOTING SIZES
VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
7. EXCAVATE, BACKFILL, AND PREPARE SOILS AS REQUIRED PER STRUCTURAL GENERAL NOTES
AND GEOTECHNICAL REPORT.
8. REFER TO MECHANICAL AND CIVIL DRAWINGS FOR LOCATIONS OF ALL UNDERSLAB PIPING.
FOOTINGS MAY BE LOWERED TO AVOID CONFLICTS WITH PIPING.
9. ALIGN CENTERLINE OF ALL FOOTINGS AND COLUMNS UNLESS NOTED OTHERWISE.
10. PROVIDE VAPOR BARRIER AND BASE COURSE BELOW SLAB AT INTERIOR SPACES PER
GEOTECH REPORT.
11. PROVIDE CONTROL OR CONSTRUCTION JOINTS ON ALL COLUMN LINES, AT ALL RE-ENTRANT
CORNERS, AND AT A MAXIMUM SPACING OF 30x SLAB THICKNESS. PLACE JOINTS IN A MANNER THAT DIVIDES THE SLAB INTO RECTANGULAR AREAS 400 SQUARE FEET OR LESS. AREAS SHALL
BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. ALL JOINT LOCATIONS MUST BE
APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. REFER TO B4/SB301 FOR
TYPICAL SLAB JOINT DETAIL.
12. WT# INDICATES CF WALL ASSEMBLY TYPE. SEE CFS WALL FRAMING SCHEDULE AT
B3/SB501.
13. F#.# INDICATES SPREAD FOOTING TYPE. SEE SPREAD FOOTING SCHEDULE AT A4/SB302.
14. METAL ROOF CANOPY AND SUPPORTING STEEL STRUCTURE SHALL BE PROVIDED BY METAL
BUILDING MANUFACTURER.
15. SEE A1/SB301 AND A2/SB301 FOR HOUSEKEEPING PAD AND CURB REQUIREMENTS.
COORDINATE LOCATIONS AND LAYOUT WITH ARCHITECTURAL, ELECTRICAL AND
MECHANICAL DRAWINGS.
16. SEE B1/SB302 FOR REINFORCING BAR LAP SPLICE AND DEVELOPMENT LENGTH REQUIREMENTS.
1. 5" THICK SLAB ON GRADE REINFORCED WITH #3 REINFORCING @ 12" OC EACH WAY AT MID-DEPTH OF SLAB.
INDICATES EXTENT OF 5" SLAB ON GRADE.
2. 10" THICK SLAB ON GRADE REINFORCED WITH #5 REINFORCING @ 12" OC EACH WAY PLACE REINFORCEING WITH CENTERLINE OF REINFORCEING 3 1/2" FROM TOP OF SLAB. 10" SLAB EXTENTS ARE FULL BUILDING SLAB AREA EXCEPT
WHERE NOTED AS 5" SLAB.
3. TIE REINFORCEMENT AT MOMENT FRAME COLUMNS SHALL BE CONTINUOUS OVER THE LENGTH OF THE MOMENT FRAME.
4. TYPICAL THICKENED SLAB EDGE SHALL BE 12" WIDE AND 18" DEEP AND REINFORCED PER A4/SB301 AND C1/SB302 .
5. THICKENED SLAB AT REPAIR BAY OVERHEAD DOORS SHALL BE 12" WIDE. DEPTH AND REINFORCING TO BE
CONSTRUCTED PER C2/SB302. COORDINATE DEPTH WITH CIVIL DRAWINGS.
6. PROVIDE OSHA COMPLIANT PRE-FABRICATED 90 DEGREE SHIP LADDER FOR ACCESS TO MECHANICAL SPACE ABOVE.
7. PROVIDE C12x20.7 FRAMES PER ARCHITECTURAL DRAWINGS WITH 1'-6" DEEP x 3'-0" x 6'-0" SLAB THICKENING AT VERTICAL
CHANNEL POSTS.
8. INDICATES SHELVING RACKS TO BE SPECIFIED PER SPECIFICATION SECTION 10 56 13 STEEL STORAGE
RACKS AND ANCHORED TO SLAB PER MANUFACTURER REQUIREMENTS.
9. METAL BUILDING MOMENT FRAME COLUMN BY MBM.
10. METAL BUILDING WIND COLUMN BY MBM.
11. MECHANICAL PLATFORM COLUMN BY MBM.
12. METAL CANOPY COLUMN BY MBM. COORDINATE LAYOUT WITH ARCHITECT.
13. PIPE BOLLARD PER A4/SB302. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS.
14. BRACED FRAME BAY. BRACE CONFIGURATION, SIZE AND SECTION PER MBM.
15. INDICATES SLAB STEP. CONSTRUCT PER C4/SB301.
16. WHERE PIPES ARE REQUIRED TO PASS THROUGH OR NEAR FOOTINGS, DEEPEN FOOTINGS AS REQUIRED BY B1/SB301.
17. SEE A1/SB301 AND A2/SB301 FOR HOUSEKEEPING PAD AND CURB REQUIREMENTS. COORDINATE LOCATIONS AND
LAYOUT WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS.
18. SEE B1/SB302 FOR REINFORCING BAR LAP SPLICE AND DEVELOPMENT LENGTH REQUIREMENTS.
19. HOUSEKEEPING PAD PER A2/SB301.
20. OVERHEAD DOOR JAMB COLUMN AND HEADER BY MBM TO BE TIED INTO MAIN BUILDING FRAMING. COORDINATE LOADS
WITH OVERHEAD DOOR VENDOR.
21. HSS FRAME AT INTERIOR COILING DOOR. SEE A4/SB501.
22. VERTICAL MEMBER BY MBM, AS REQUIRED TO SUPPORT HEADER LOAD. SERVICE LOADING: Vy = 300#; P = 1,200#.
SHEET KEYNOTES:#
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 31 JANUARY 2017
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
AS NOTED
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
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Scale: 1/8" = 1'-0"A1
FOUNDATION PLAN
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SB101
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