AMENDMENT 0004_S-001 and S-501.pdf
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- Solicitation number
- N6247026R0003
About this file
This is a set of architectural and structural design drawings for an EDI (Explosives and Dangerous Items) Munitions Storage facility project designated P-1012, managed by Naval Facilities Engineering Systems Command - Atlantic with USAF Project Number QUUG 20-1012. The drawings are designated as sheet S-001 and S-501.
The first sheet (S-001) contains design codes and criteria establishing structural requirements for the facility, including references to building codes, seismic design standards, and UFC (Unified Facilities Criteria) standards. Key structural specifications include provisions for reinforced concrete construction, steel structural elements, precast concrete roof panels, and detailed requirements for concrete strength (C30/37 with 30 MPa compressive strength), reinforcement bar sizing and placement, slab-on-grade details with control joints, and concrete finishing standards. The second sheet (S-501) presents detailed technical drawings including slab-on-grade details, ventilator flame plate details, slab control joint configurations, precast roof panel specifications, cross-sections showing structural member spacing and dimensions, and a graphic scale reference. Specifications address concrete exposed to weather, reinforcement development lengths and splice requirements by bar size, and structural connections. The drawings reference standard structural engineer approval requirements and compliance with applicable codes for explosives storage facility design. These are comprehensive construction documents requiring contractor adherence to detailed specifications for materials, dimensions, connections, and finishing methods.
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Text version
S-001
P -1
E D
I M U
N
IT
IO
N
S S
TO
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A G
E
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
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S Y
S
TE
M S
C O
M M
A N
D
A
TL
A N
TI
C
US
AF
PR
OJ
EC
T N
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Q
UU
G
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P -1
E D
I M U
N
IT
IO
N
S S
TO
R
A G
E
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
A
TL
A N
TI
C
US
AF
PR
OJ
EC
T N
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Q
UU
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-1
GRAPHIC SCALE
ESCALA GRÁFICA
S-501
DETALLE DE PLETINA
ANTI-LLAMA DE VENTEOA
VENTILATOR FLAME PLATE DETAIL DETALLES DE LOSA SOBRE EL
TERRENOB
SLAB-ON-GRADE DETAILS
DETALLE DE JUNTA DE CONTROL EN LOSAC
SLAB CONTROL JOINT DETAIL
DETALLE DE PANEL PREFABRICADO DE CUBIERTAE
PRECAST ROOF PANEL DETAIL
SPLICE LENGTHS
DEVELOPMENT
LENGTHS
B ck
A
TOP BARS
A B
790610
1250 950
OTHER BARS
1550 1200 15502010
BAR
SIZE
NO.
1750 2250 1350 1750
TOP BARS
OTHER BARS
12001550
1750 1350 ø10 ø12 ø14 ø16 ø20 ø25 ø28
(f = 30 MPa)C30/37 (f = 30 MPa)ckC30/37
DETALLE TÍPICO DE VENTEOD
TYPICAL VENT DETAIL
DETALLE DE CALIBRE DE PROFUNDIDADF
DEPTH GAUGE DETAIL
| Sheets and Views |
| S-001 GENERAL NOTES |
| S-501 TYPICAL DETAILS |
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