Attachment_F_P919__Volume_4_of_15.pdf
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- Solicitation number
- N6247026R0006
About this file
These architectural drawings are for the Naval Facilities Engineering Command Atlantic's P-919 Bulk Tank Farm Improvements, Phase 1 project located at the Rota, Spain Naval Station. The documents include comprehensive design plans for multiple structures, with primary focus on a pump vault and an injector building. Key architectural details cover floor plans, roof plans, elevations, sections, wall and door details, and finish schedules for both pump vault facilities (100 and 200) and the injector building.
The drawings specify reinforced concrete construction with detailed specifications for walls, roofs, floors, and architectural elements. Specific features include fluid-applied elastomeric roofing with a 3% slope, lightning protection, exterior lighting, concrete landings, metal gutters and downspouts, and various architectural finishes. The design incorporates technical considerations such as waterproofing, insulation, mechanical and electrical integration, and specific architectural components like security grilles, windows, doors, and interior finishes. The project appears to involve upgrading or constructing critical infrastructure support facilities for naval operations at the Rota Naval Station.
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SCALE: NTS
DRAWING TITLE
XX SHEETS
PLAN NORTH
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ELEVATION PUMP VAULT
C1
ELEVATION PUMP VAULT
C4
ELEVATION PUMP VAULT
B1
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B4
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B1
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1 2 3
A
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11500 3650
C1
A-409T
A2
A-409T
EQUIPMENT ROOM
ELECTRICAL ROOM
15400
REINFORCED CONCRETE WALLS
REINFORCED CONCRETE WALLS
(TT)
(TT)
C1
A-408T
(TYP)
300.1
301.2
301.1
300.2
2000 1800
1:12 SLOPE
03 04
07 1148 1140
B4
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BRANCH MANAGER:
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FIRE PROTECTION:
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SCALE:
ESCALA:
1 : 50 1 : 50
FLOOR PLAN - INJECTOR BUILDING PLAN
GRAPHIC SCALE(S):
1:50 0 1 000 2 000 5 000
NOTAS DE REFERENCIA NOTAS GENERALES
ESCALA(S) GRÂFICA(S):
1. BUILDING GRIDS ARE TO CENTERLINE OF CONCRETE WALLS, UNLESS OTHERWISE
NOTED.
2. DIMENSIONS INDICATED ON PLANS ARE TO CENTERLINE OF WALLS, FACE OF
FINISHES, OR FACE OF PURLINS, UNLESS OTHERWISE NOTED.
3. FLOOR ELEVATIONS ARE RELATIVE. BASE ELEVATION IS AT 29.20.
4. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
GENERAL NOTES
01 GALVANIZED STEEL HANDRAILS - SEE STRUCTURAL DRAWINGS.
02 FIRE EXTINGUISHER IN SURFACE MOUNTED CABINET.
03 EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS.
04 CONCRETE EQUIPMENT RAMP. PAINT EDGES OF LANDING SAFETY YELLOW - SEE STRUCTURAL DRAWINGS.
05 STEEL PLATE SPLINTER DOORS.
06 PIPE PENETRATIONS, TYPICAL. - SEE MECHANICAL DRAWINGS FOR LOCATION AND SIZE.
07 EXHAUST FAN - SEE MECHANICAL DRAWINGS.
08 RIGID GRID ACCESS FLOORING SYSTEM - SEE A2/A-502T.
09 DUCTLESS AIR CONDITIONER UNIT - SEE MECHANICAL DWGS.
KEYED NOTES
10 DOWNSPOUT WITH SPLASHBLOCK.
11 3-HOUR FIRE RATED WALL PARTITION.FIRESTOP ALL PENETRATIONS.
12 STEEL WINDOW, 1140x1180 mm
13 INSULATED LIGHT-GAUGE STEEL FURRIMG.
14 WEATHERPROOF COMBINATION LOUVER/DAMPER WITH SECURITY GRILLE- SEE MECHANICAL
DRAWINGS.
15 CONCRETE LANDING. PAINT EDGES OF LANDING SAFETY YELLOW- SEE STRUCTURE DRAWINGS.
01 PASAMANOS DE ACERO GALVANIZADO - VER PLANOS DE ESTRUCTURA.
02 EXTINTOR EN ARMARIO MONTADO EN SUPERFICIE.
03 LAVAOJOS Y DUCHA DE EMERGENCIA - VER PLANOS DE FONTANERÍA.
04 RAMPA PARA EQUIPOS DE HORMIGÓN. PINTAR LOS BORDES DE LA MESETA EN AMARILLO DE
SEGURIDAD - VER PLANOS DE ESTRUCTURA.
05 PUERTAS ABATIBLES DE CHAPA METÁLICA.
06 PENETRACIONES DE TUBERÍAS, TÍPICO. - VER PLANOS DE MECÁNICA PARA UBICACIÓN Y TAMAÑO.
07 EXTRACTOR - VER PLANOS DE MECÁNICA.
08 SISTEMA DE SUELO REGISTRABLE CON TRAMA FRIJA - VER A2/A-502T.
09 (TT)
10 BAJANTE CON SALPICADERO.
11 PARED CORTAFUEGO DE 3 HORAS, SELLAR CON MASILLA INTUMESCENTE TODAS LAS PENETRACIONES
12 VENTANA DE ACERO 1140x1180mm
13 TRASDOSADO CON AISLAMIENTO Y MALLAZO DE ACERO LIGERO
14 COMBINACION DE REJILLA Y COMPUERTA RESISTENTE A LA INTEMPERIE Y CON
REJA DE SEGURIDAD. VER PLANOS MECANICOS.
15 MESETA DE HORMIGÓN. PINTAR LOS BORDES DE LA MESETA EN AMARILLO DE SEGURIDAD -
VER PLANOS DE ESTRUCTURA.
1. LOS EJES DEL EDIFICIO ESTÁN CENTRADOS CON LOS EJES DE LOS MUROS DE
HORMIGÓN, A MENOS QUE SE INDIQUE OTRA COSA.
2. LAS DIMENSIONES INDICADAS EN LAS PLANTAS ESTÁN A EJE DE MUROS, CARA DE
ACABADOS, O CARA DE CORREAS, A MENOS QUE SE INDIQUE OTRA COSA.
3. LAS ELEVACIONES DE SUELO SON RELATIVAS. LA ELEVACIÓN BASE ES 29,20.
4. VER LOS PLANOS DE MECÁNICA, ELECTRICIDAD Y FONTANERÍA PARA INFORMACIÓN
ADICIONAL.
PLANTA - PLANTA DEL EDIFICIO DEL INYECTOR
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE:
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DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
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L A
N T
IC
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N
A N
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
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SCALE:
ESCALA:
1 : 50 1 : 50
ROOF PLAN - INJECTOR BUILDING PLAN
PLAN
NORTH
1. BUILDING GRIDS ARE TO CENTERLINE OF CONCRETE WALLS, UNLESS
OTHERWISE NOTED.
2. DIMENSIONS INDICATED ON PLANS ARE TO CENTERLINE OF WALLS, FACE
OF FINISHES, OR FACE OF PURLINS, UNLESS OTHERWISE NOTED.
3. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
GENERAL NOTES
01 CUBIERTA ELASTOMÉRICA DE APLICACIÓN FLUIDA, PENDIENTE 3%.
01 FLUID-APPLIED ELASTOMERIC ROOFING,3 % SLOPE.
02 METAL GUTTER AND DOWNSPOUT.
03 LIGHTNING PROTECTION AIR TERMINAL, SEE ELECT, TYP.
04 FACE OF WALLS BELOW, TYP.
KEYED NOTES
02 CANALÓN Y BAJANTE METÁLICOS.
03 TERMINAL DE PARARRAYOS, VER ELECTRICIDAD, TIP.
04 CARA DE MUROS DEBAJO, TIP.
1. LOS EJES DEL EDIFICIO ESTÁN CENTRADOS CON LOS EJES DE LOS MUROS DE
HORMIGÓN, A MENOS QUE SE INDIQUE OTRA COSA.
2. LAS DIMENSIONES INDICADAS EN LAS PLANTAS ESTÁN A EJE DE MUROS, CARA DE
ACABADOS, O CARA DE CORREAS, A MENOS QUE SE INDIQUE OTRA COSA.
3. VER LOS PLANOS DE MECÁNICA, ELECTRICIDAD Y FONTANERÍA PARA INFORMACIÓN
ADICIONAL
CUBIERTA - EDIFICIO DEL INYECTOR
PL
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CU
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TA
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IF
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TO
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GRAPHIC SCALE(S):
1:50 0 1 000 2 000 5 000
ESCALA(S) GRÂFICA(S):
NOTAS GENERALESNOTAS DE REFERENCIA
OS
1 2 3
A
B
0202 03
04 04
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
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C R
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N
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE:
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SATISFACTORY TO : DATE :
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
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IC
D
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N
A N
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SCALE:
ESCALA:
1 : 50 1 : 50
CEILING PLAN- INJECTOR BUILDING
1. LOCATION OF MECHANICAL AND ELECTRICAL ITEMS ARE SHOWN FOR
COORDINATION AND GENERAL LOCATION ONLY. REFERENCE MECHANICAL AND
ELECTRICAL DRAWINGS FOR QUANTITIES AND SPECIFIC INFORMATION FOR
THESE ITEMS.
2. SHEET A-001 FOR CEILING SYMBOLS.
GENERAL NOTES
01 UNDERSIDE OF CONCRETE SLAB.
02 REINFORCED CONCRETE BEAM - SEE STRUCTURAL DWGS.
03 ACOUSTICAL CEILING PANELS & GRID AT 2450mm ABOVE FINISH FLOOR. SET OUT TILES
CENTRALLY TO ROOM IN BOTH DIRECTIONS.
04 LIGHT FIXTURE, TYPICAL - SEE ELECTRICAL DRAWINGS.
05 WALL OPENING FOR EXHAUST DUCT - SEE MECHANICAL DRAWINGS.
06 WEATHERPROOF COMBINATION LOUVER/DAMPER WITH SECURITY GRILLE- SEE MECHANICAL
DRAWINGS.
07 INDOOR HVAC UNIT, SEE MECHANICAL DRAWINGS.
KEYED NOTES
GRAPHIC SCALE(S):
1:50 0 1 000 2 000 5 000
PLAN
NORTH
PLANTA DE TECHO - EDIFICIO DEL INYECTOR
1. LA POSICIÓN DE LOS ELEMENTOS MECÁNICOS Y ELÉCTRICOS SE MUESTRAN
SÓLO PARA COORDINACIÓN Y UBICACIÓN GENERAL.REFERIRSE A LOS
PLANOS DE MECÁNICA Y DE ELECTRICIDAD PARA CANTIDADES E
INFORMACIÓN ESPECÍFICA DE ESTOS ELEMENTOS. PL
AN
TA
D
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TE
CH
O
RE
FL
EJ
AD
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ESCALA(S) GRÂFICA(S):
NOTAS GENERALESNOTAS DE REFERENCIA
01 CARA INFERIOR DE LA LOSA DE HORMIGÓN.
02 VIGA DE HORMIGÓN ARMADO - VER PLANOS DE ESTRUCTURA.
03 PANELES ACÚSTICOS DE TECHO Y PERFILERÍA A 2450mm SOBRE SUELO ACABADO.
COLOCAR LAS LOSETAS CENTRADASEN LA HABITACIÓN EN AMBAS DIRECCIONES.
04 LUMINARIA, TÍPICA - VER PLANOS DE ELECTRICIDAD.
05 HUECO EN MURO PARA CONDUCTO DE EXTRACCIÓN - VER PLANOS DE MECÁNICA.
06 COMBINACIÓN REJILLA/COMPUERTA PARA INTEMPERIE CON REJILLA DE SEGURIDAD - VER
PLANOS DE MECÁNICA.
07 UNIDAD INTERIOR DE CLIMATIZACIÓN, VER PLANOS DE MECÁNICA.
2. VER PLANO A-001 PARA SÍMBOLOS DE TECHO.
CONTROL ROOM FF
1 2 3
TOP OF WALL
EQUIP ROOM
-161
COTA SUP. DEL MURO
CUARTO DE CONTROL P.P.
C. DE EQUIPOS
0102 0202
03 0506
EQ EQ
CONTROL ROOM FF
AB
TOP OF WALL
EQUIP ROOM
-161
COTA SUP. DEL MURO
CUARTO DE CONTROL P.P.
C. DE EQUIPOS
COTA SUP. DEL MURO
TOP OF WALL01
11 12
EQ EQ
CONTROL ROOM FF
TOP OF WALL
EQUIP ROOM
-161
COTA SUP. DEL MURO
CUARTO DE CONTROL P.P.
C. DE EQUIPOS
01 020202
14 13
EQ EQ EQ EQ
COTA SUP. DEL MURO
TOP OF WALL
CONTROL ROOM FF
A B
TOP OF WALL
EQUIP ROOM
-161
COTA SUP. DEL MURO
CUARTO DE CONTROL P.P.
C. DE EQUIPOS
COTA SUP. DEL MURO
TOP OF WALL 01 0202
05 0505
1200 3300 3300 1200
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
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C R
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D A
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE:
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SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
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N T
IC
D
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N
A N
D C
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NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U s e rs
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SCALE:
ESCALA:
1 : 50 1 : 50
C3
SOUTH ELEVATION
SCALE:
ESCALA:
1 : 50 1 : 50
B1
EAST ELEVATION
SCALE:
ESCALA:
1 : 50 1 : 50
B3
NORTH ELEVATION
GRAPHIC SCALE(S):
1:50 0 1 000 2 000 5 000
SCALE:
ESCALA:
1 : 50 1 : 50
C1
WEST ELEVATION
01 CUBIERTA ELASTOMÉRICA DE APLICACIÓN FLUIDA, PENDIENTE 3%.
01 FLUID-APPLIED ELASTOMERIC ROOFING, 3% SLOPE.
02 LIGHTNING PROTECTION AIR TERMINAL - SEE ELECT, TYP.
03 ROOF GUTTER.
04 EMERGENCY EYEWASH AND SHOWER - SEE PLUMBING DRAWINGS.
05 WALL MOUNTED EXTERIOR LIGHT FIXT CENTERED OVER DOORS - SEE ELECTRICAL
DWGS (TYP).
06 EXHAUST FAN - SEE MECHANICAL DRAWINGS.
07 CONCRETE WALL,STUCCO, PAINTED.
08 DOWNSPOUT & SPLASHBLOCK.
09 STEEL WINDOW, 1140 x 1180 mm.
KEYED NOTES
02 TERMINAL DE PARARRAYOS - VER ELECTRICIDAD, TIP.
03 CANALÓN DE CUBIERTA.
04 LAVAOJOS Y DUCHA DE EMERGENCIA - VER PLANOS DE FONTANERÍA.
10 BUILDING SIGN PER BASE STANDARDS.
11 DUCTLESS AIR CONDITIONER UNIT - SEE MECHANICAL DRAWINGS.
12 WEATHER PROOF FUSED DISCONNECT MOUNT ADJACENT TO UNIT.
13 STEEL PLATE SPLINTER DOORS, TYPICAL.
14 CONCRETE LANDING - SEE CIVIL DRAWINGS.
15. FINISH GRADE.
16 WEATHERPROOF COMBINATION LOUVER/DAMPER WITH SECURITY GRILLE- SEE MECHANICAL DRAWINGS.
17. PIPE PENETRATIONS, TYPICAL. - SEE MECHANICAL DRAWINGS FOR LOCATION AND SIZE. SEEA1/A-511 FOR
DETAIL.
05 LUMINARIA EXTERIOR MONTADA EN PARED CENTRADA SOBRE LAS PUERTAS - VER
ELECTRICIDAD.
06 EXTRACTOR - VER PLANOS DE MECÁNICA.
07 MURO DE HORMIGÓN, ENFOSCADO, PINTADO.
08 BAJANTE CON SALPICADERO.
09 VENTANA DE ACERO, 1140 x 1180 mm.
10 SEÑAL DEL EDIFICIO SEGÚN NORMAS DE LA BASE.
11 EQUIPO DE AIRE ACONDICIONADO SIN CONDUCTOS - VER PLANOS DE MECÁNICA.
12 DESCONECTADOR RESISTENTE A INTEMPERIE MONTADO JUNTO AL EQUIPO.
13 PUERTAS ABATIBLES CON CHAPA METÁLICA, TÍPICO.
14 RELLANO DE HORMIGÓN - VER PLANOS DE URBANIZACIÓN.
1. DIMENSIONS INDICATED ON ELEVATIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF
EQUIPMENT, UNLESS OTHERWISE NOTED.
2. FLOOR ELEVATIONS ARE RELATIVE. BASE ELEVATION IS AT 29.20.
3. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
GENERAL NOTES
ALZADO SUR
ALZADO NORTEALZADO ESTE
15 TERRENO ACABADO.
16 COMBINACIÓN REJILLA/COMPUERTA PARA INTEMPERIE CON REJILLA DE SEGURIDAD - VER PLANOS DE MECÁNICA.
ESCALA(S) GRÂFICA(S):
ALZADO OESTE
17 PENETRACIONES DE TUBERÍAS, TÍPICO. - VER PLANOS DE MECÁNICA PARA UBICACIÓN Y TAMAÑO. VER A1/A-511
PARA DETALLES.
NOTAS GENERALESNOTAS DE REFERENCIA
AL
ZA
DO
S
DE
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IF
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ED
IF
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1. LAS DIMENSIONES INDICADAS EN LOS ALZADOS SON A CARA DE HORMIGÓN O EJE DE
EQUIPO, A MENOS QUE SE INDIQUE OTRA COSA.
2. LAS ELEVACIONES DE SUELO SON RELATIVAS. LA ELEVACIÓN BASE ESTÁ A 29.20.
3. VER PLANOS DE MECÁNICA, ELECTRICIDAD Y FONTANERÍA PARA
INFORMACIÓN ADICIONAL.
TOP OF WALL
EQUIP ROOM
-161
TOP OF SLAB
-600
A-502T
B1
C. DE EQUIPOS
CUARTO DE CONTROL P.P.
COTA SUP. DEL MURO
COTA SUP. LOSA
09 0902 09
CONTROL ROOM FF
A B
TOP OF WALL
EQUIP ROOM
-161
A-502T
B2
C. DE EQUIPOS
CUARTO DE CONTROL P.P.
COTA SUP. DEL MURO
07 07
350 1500
EQ EQEQ EQ
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
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IO
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D A
T E
A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
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M E
V Y
N A
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L F
A C
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B
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A N
K F
A R
M I M
P R
O V
E M
E N
T S
P
H A
S E
DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
L A
N T
IC
D
E S
IG
N
A N
D C
O N
S T
R U
C T
IO
N
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U s e rs
\a w a s h in g to n \D o c u m e n ts
\2 -0
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A V
A L
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T A
SCALE:
ESCALA:
1 : 50 1 : 50
C1
LONGITUDINAL SECTION
SCALE:
ESCALA:
1 : 50 1 : 50
A2
TRANSVERSE SECTION
GRAPHIC SCALE(S):
1:50 0 1 000 2 000 5 000
01 CUBIERTA ELASTOMÉRICA DE APLICACIÓN FLUIDA, PENDIENTE 3%.
01 FLUID-APPLIED ELASTOMERIC ROOFING, 3% SLOPE.
02 LIGHTNING PROTECTION AIR TERMINAL - SEE ELECT, TYP.
03 ROOF GUTTER.
04 CONTINUOUS RIGID INSULATION (R-38 MIN) ATTACHED TO UNDERSIDE OF ROOF SLAB.
05 WALL MOUNTED EXTERIOR LIGHT FIXT CENTERED OVER DOORS - SEE ELECTRICAL
DWGS (TYP).
06 REINFORCED CONCRETE ROOF SLAB - SEE STRUCTURAL DWGS.
07 REINFORCED CONCRETE FOUNDATION AND WALL WITH FLUID APPLIED
DAMPPROOFING AT BELOW GRADE WALLS, ABOVE GRADE WALLS STUCCO PAINTED -
SEE STRUCTURAL DRAWINGS.
08 DOWNSPOUT & SPLASHBLOCK.
09 CEILING MOUNTED LIGHT FIXT - SEE ELECTRICAL DWGS TYP
KEYED NOTES
02 TERMINAL DE PARARRAYOS - VER ELECTRICIDAD, TIP.
03 CANALÓN DE CUBIERTA.
04 AISLAMIENTO RÍGIDO CONTINUO (R-30 MIN) ANCLADO A LA
CARA INFERIOR DE LA LOSA DE CUBIERTA.
10 REINFORCED CONCRETE BEAM - SEE STRUCTURAL DWGS.
11 DUCTLESS AIR CONDITIONER UNIT - SEE MECHANICAL DWGS.
12 RIGID GRID ACCESS FLOOR SYSTEM.
13 STEEL PLATE SPLINTER DOORS, TYPICAL.
14 STEEL WINDOW, 1140 x 1180 mm.
15. ACOUSTICAL CEILING PANELS & GRID AT 2450mm ABOVE FINISH FLOOR. SET OUT TILES CENTRALLY TO ROOM IN BOTH
DIRECTIONS.
16 CONCRETE LANDING - SEE STRUCTURAL DWGS.
17 REINFORCED CONCRETE FLOOR SLAB WITH DAMP PROOF MEMBRANE - SEE STRUCTURAL DWGS.
18 COLD-FORMED STEEL FRAMING AT 600 OC WITH R-34 MIN BLANKET INSULATION.
05 LUMINARIA EXTERIOR MONTADA EN PARED CENTRADA SOBRE LAS PUERTAS - VER
ELECTRICIDAD.
06 LOSA DE CUBIERTA DE HORMIGÓN ARMADO - VER PLANOS DE ESTRUCTURA.
07 CIMENTACIÓN Y MURO DE HORMIGÓN ARMADO CON IMPERMEABILIZACIÓN DE
APLICACIÓN FLUIDA EN LOS MUROS BAJO EL TERRENO, MUROS SOBRE EL
TERRENO ENFOSCADOS Y PINTADOS - VER ESTRUCTURA.
08 BAJANTE CON SALPICADERO.
09 LUMINARIA MONTADA EN TECHO - VER PLANOS DE ELECTRICIDAD TIP.
10 VIGA DE HORMIGÓN ARMADO - VER PLANOS DE ESTRUCTURA.
11 EQUIPO DE AIRE ACONDICIONADO SIN CONDUCTOS - VER PLANOS DE MECÁNICA.
12 SISTEMA DE SUELO REGISTRABLE CON PERFILERÍA RÍGIDA.
13 PUERTAS ABATIBLES CON CHAPA METÁLICA, TÍPICO.
14 VENTANA DE ACERO, 1140 x 1180mm
1. DIMENSIONS INDICATED ON SECTIONS ARE TO FACE OF FINISHES OR
CENTERLINE OF WALLS, UNLESS OTHERWISE NOTED.
2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
GENERAL NOTES
2. VER PLANOS DE MECÁNICA, ELECTRICIDAD Y FONTANERÍA PARA
INFORMACIÓN ADICIONAL.
15 LOSETAS DE TECHO ACÚSTICAS Y PERFILERÍA A 2450mm SOBRE SUELO ACABADO. COLOCAR LAS LOSETAS CENTRADAS
EN LA HABITACIÓN EN AMBAS DIRECCIONES.
16 RELLANO DE HORMIGÓN - VER PLANOS DE URBANIZACIÓN.
17 SOLERA DE HORMIGÓN ARMADO CON MEMBRANA IMPERMEABILIZANTE. VER PLANOS DE ESTRUCTURA.
SECCIÓN LONGITUDINAL
SECCIÓN TRANSVERSAL
ESCALA(S) GRÂFICA(S):
SE
CC
IO
NE
S
DE
L
ED
IF
IC
IO
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IF
IC
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I
NY
EC
TO
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18 PERFILES METÁLICOS CONFORMADOS EN FRÍO CADA 600 ENTRE CENTROS CON MANTA DE AISLAMIENTO R-34 MIN.
1. LAS DIMENSIONES INDICADAS EN LOS ALZADOS SON A CARA DE
ACABADOS O EJE DE MUROS, A MENOS QUE SE INDIQUE OTRA COSA.
NOTAS GENERALESNOTAS DE REFERENCIA
SCALE:
ESCALA:
1 : 20 1 : 20
B4
HANDRAIL ELEVATION
400 2 0001 0000 1:20
ELEVACIÓN DEL PASAMANOS
A-501T
WALL SECTION
B1
WALL SECTION
B2
RAILING BASE PLATE
D4
DETAIL
B4
N A
V A
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DETAIL
A4
DETAIL
B5
DETAIL
D5
B
TOP OF WALL
EQUIP ROOM
-161
TOP OF SLAB
-600
STUCCO ON CONC WALL, PNTD
EXT LIGHTING FIXT, SEE ELEC
DWGS
DOWNSPOUT W/ SPLASHBLOCK
FINISH GRADE
GUTTER
METAL EDGE
FLUID-APPLIED ELASTOMERIC ROOFING
CONCRETE FLOOR
CONC LANDING BEYOND
CONC BEAM BEYOND
CONCRETE ROOF
AISLAMIENTO RÍGIDO ADHERIDO A CUBIERTA
BORDE METÁLICO
COTA SUPERIOR DE MURO
CANALÓN
LUMINARIA EXTERIOR, VER PLANOS DE
ELECTRICIDAD
ESTUCO SOBRE MURO DE HORMIGÓN,
PINTADO
BAJANTE CON REBOSADERO
TERRENO ACABADO
CUARTO DE CONTROL P.P
CUARTO DE EQUIPOS
SUELO DE HORMIGÓN
RELLANO DE HORMIGÓN
DETRÁS
VIGA DE HORMIGÓN DETRÁS
CUBIERTA DE HORMIGÓN
SPLASH BLOCK
REBOSADERO
A3
A-502T
COTA SUPERIOR DE LOSA
SLOPE 3%
PENDIENTE
OH
CONTROL ROOM FF
TOP OF WALL
EQUIP ROOM
-161
TOP OF SLAB
-600
RIGID GRID ACCESS FLOOR
SYSTEM
STUCCO ON CONC WALL, PNTD
ACOUSTICAL CEILING GRID & TILE
FLUID-APPLIED ELASTOMERIC
ROOFING. OVER CONCE ROOF
DECK
METAL EDGE
EXT LIGHTING, SEE ELEC DWGS
FINISH GRADE
LIGHTNING PROTECTION AIR TERMINAL,
SEE ELECT, TYP
BORDE METÁLICO
ALUMBRADO EXTERIOR, VER
PLANOS DE ELECTRICIDAD
ESTUCO SOBRE MURO DE
HORMIGÓN, PINTADO
SUELO DE
HORMIGÓN
CUARTO DE EQUIPOS
CUARTO DE CONTROL P.P.
SISTEMA DE SUELO
TÉCNICO CON PERFILERÍA RÍGIDA
PERFILERÍAY LOSETA ACÚSTICA DE
TECHO
COTA SUP. DE MURO DETRÁS
LÁMINA DE CUBIERTA ELASTOMÉRICA DE
APLICACIÓN FLUIDA. SOBRE FORJADO DE
CUBIERTA
TERMINAL DE PROTECCIÓN CONTRA EL
RAYO, VER ELECTRICIDAD, TÍPICO
GYPSUM WALL BOARD ON
METAL FRAMING W/ UNFACED
BLANKET INSULATION
RIGID INSUL ADHERED TO ROOF
PANEL DE YESO DE PARED SOBRE
ESTRUCTURA METÁLICA CON MANTA DE
AISLAMIENTO SIN REVESTIR
BITUMINOUS DAMPPROOFING
IMPERMEABILIZACIÓN
BITUMINOSA
BEYOND
AISLAMIENTO RÍGIDO ADHERIDO A
CUBIERTA
COTA SUP. DE LOSA
A-502T A1
A-502T
A2
OH
SLOPE 3%
55 20
TOP COAT
BASE COAT
PRIMER
METAL EDGE FLASHING
ROOF GUTTER
CAPA SUPERIOR
CAPA BASE
IMPRIMACIÓN
REMATE METÁLICO DE
BORDE
CANALÓN DE
CUBIERTA
CONTINUOUS DRIP
GROOVE
GOTERÓN CONTINUO
CONTINUOUS BACKER
ROD AND SEALANT
FONDO DE JUNTA
CONTINUO Y SELLADO
PENDIENTE
55 20
FLUID-APPLIED ELASTOMERIC TOP COAT
FLUID-APPLIED ELASTOMERIC BASE COAT
FLUID-APPLIED ELASTOMERIC PRIMER
ALUM EDGE FLASHING
CAPA SUPERIOR ELASTOMÉRICA DE
APLICACIÓN FLUIDA
CAPA BASE ELASTOMÉRICA DE
APLICACIÓN FLUIDA
IMPRIMACIÓN ELASTOMÉRICA
DE APLICACIÓN FLUIDA
REMATE DE BORDE DE
ALUMINIO
RIGID INSULATION
ADHERED TO ROOF
AISLAMIENTO RÍGIDO
ADHERIDO A CUBIERTA
ACOUSTICAL
CEILING GRID & TILE
REJILLA Y LOSETA
ACÚSTICA DE
TECHO
GYPSUM WALL BOARD ON
METAL FRAMING W/
UNFACED BLANKET
INSULATION
PANEL DE YESO DE PARED
SOBRE ESTRUCTURA METÁLICA
SIN REVESTIMIENTO
CONTINUOUS DRIP
GROOVE
GOTERÓN CONTINUO
CONTINUOUS BACKER
ROD AND SEALANT
FONDO DE JUNTA
CONTINUO Y SELLADO
PERMANENTLY
ELASTIC SEALING
DOWELING
ALUMINIUM STRIP
GYPSUM WALL BOARD ON METAL
FRAMING W/ UNFACED BLANKET
INSULATION
SLOPE
WATERPROOFING
MEMBRANE,SEE STRUCT
PROTECTION BOARD
PANEL DE YESO DE PARED SOBRE
ESTRUCTURA METÁLICA SIN
REVESTIMIENTO
CONSTRUCTION JOINT
TAPE TYPE A200
PENDIENTE
MEMBRANA
IMPERMEABLE, VER
ESTRUCTURA
CONECTOR
SELLADO ELÁSTICO
PERMANENTE
CORNER -LOCK PANEL
PANEL DE CIERRE
DE ESQUINA
FASTNER
FIJACIÓN
HEAD
PLACA SOPORTE
THREADED ROD
VARILLA ROSCADA
16 GA. GALV STEEL TUBE
WELDED TO BASE PLATE
TUBO DE ACERO
GALVANIZADO DE GALGA
16 SOLDADO A PLETINA
BASE
SQUARE GALV STEEL BASE
PLATE
PLETINA BASE CUADRADA DE
ACERO GALVANIZADO
CINTA PARA JUNTA DE
CONSTRUCCIÓN DE TIPO A200
BANDA DE ALUMINIO
PANEL DE PROTECCIÓN
m m
M
IN
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
1 2 3 4 5
1 2 3 4 5
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
V Y
N A
V A
L F
A C
IL
IT
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S
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A V
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B
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A N
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A R
M I M
P R
O V
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T S
P
H A
S E
DES DRW CHK
SATISFACTORY TO : DATE :
AS NOTED
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
A
B
C
D
A
B
C
D
DESIGN MANAGER:
BRANCH MANAGER:
PM/DM:
FIRE PROTECTION:
CCA/EJL
A T
L A
N T
IC
D
E S
IG
N
A N
D C
O N
S T
R U
C T
IO
N
NAVFAC METRIC DRAWFORM REVISION: 07 AUGUST 2018
C U se rs
\a w as hi ng to n \D oc u m e nt s\
-0
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A L M
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SCALE:
ESCALA:
1 : 20 1 : 20
B2
WALL SECTION
SCALE:
ESCALA:
1 : 20 1 : 20
B1
WALL SECTION
GRAPHIC SCALE(S):
400 2 0001 0000 1:20
DE
TA
LL
ES
ED
IF
IC
IO
D
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EC
TO
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SECCIÓN POR PARED
ESCALA(S) GRÂFICA(S):
SCALE:
ESCALA:
1 : 5 1 : 5
A1
DETAIL
SECCIÓN POR PARED
SCALE:
ESCALA:
1 : 5 1 : 5
C4
DETAIL
SCALE:
ESCALA:
1 : 5 1 : 5
A3
DETAIL
1:15 0 500 1000 2000
DETALLE DETALLE
DETALLE
A-503T
A
V A
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FA
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DOOR DETAIL
A1
ASTRAGAL DETAIL
B4
LATCH DETAIL
D4
DOOR HEAD DETAIL
D1
THRESHOLD DETAIL
C1
DETAIL
A3
JAMB DETAIL - LATCH
B1
JAMB DETAIL - HINGE
B3
DOOR HEAD DETAIL
D3
THRESHOLD DETAIL
C3
HINGE DETAIL
C4
A-504T
A
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FA
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S E
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IN
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IN
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A
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FA
RM
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PR
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M
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, P
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SECTION
C1
DETAIL
A4
PLAN VIEW
A1
SECTION
C4
A-505T
A
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FA
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SECURITY GRILLE DETAIL
A1
LOUVER DETAIL
D1
JAMB & HEAD DETAIL
D4
SILL DETAIL
B4
A-601T
A
V A
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FA
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IE
S E
N G
IN
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IN
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BU
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PR
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M
EN
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, P
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DOOR & FRAME TYPES
A1
WINDOW TYPE
A3
LOUVER TYPES
A4
| Sheets and Views |
| A-001T ABBREVIATIONS, LEGEND AND NOTES |
| A-401T FLOOR PLAN - PUMP VAULTS |
| A-402T ROOF PLAN - PUMP VAULTS |
| A-403T BUILDING ELEVATIONS - PUMP VAULTS |
| A-404T BUILDING SECTIONS - PUMP VAULTS |
| A-405T FLOOR PLAN - INJECTOR BUILDING |
| A-406T ROOF PLAN - INJECTOR BUILDING |
| A-407T CEILING PLAN- ADDITIVE INJECTOR BUILDING |
| A-408T BUILDING ELEVATIONS - INJECTOR BUILDING |
| A-409T BUILDING SECTIONS - INJECTOR BUILDING |
| A-501T DETAILS - PUMP VAULTS |
| A-502 DETILS INJECTOR BUILDING |
| A-503T DETAILS |
| A-504T DETAILS |
| A-505T DETAILS |
| A-601T SCHEDULES |
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| 2025-01-23T06:55:26-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:55:33-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:55:40-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:55:47-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:55:54-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:01-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:09-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:15-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:22-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:29-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:38-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:45-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:52-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:56:58-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:57:05-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
| 2025-01-23T06:57:14-0500 | |
| FORBES.WILLIAM.BAHRANDT.1049879608 | |
| I am approving this document. |
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