1680001 F-501 (R1).pdf
PDF 564 KB Posted
- Solicitation number
- 33330221RF0010028
- Issued by
-
Smithsonian Institution
About this file
This document includes a pre-solicitation notice and construction drawings for the remodeling of a building in Panama. The Smithsonian Institution intends to solicit proposals for converting an existing structure into marine and facilities maintenance shops in Gamboa, Panama. The pre-solicitation notice provides details on the scope of work, which includes structural concrete, masonry, metal roofing, drywall, electrical, plumbing, HVAC, security, communications, and fire protection systems. The estimated value of the project is between $900,000 to $1.2 million, with an anticipated completion time of 300 calendar days. Bonding and insurance will be required, including a 50% performance bond and 25% payment bond of the construction cost. Anticipated date to publish the request for proposal is June 8, 2021 on the FBO website. Offerors must be legally registered and licensed as a construction company in Panama, with the capacity to complete the work within the defined timeline.
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G
V
McKINNEY INTERNACIONAL
McKINNEY AND COMPANY ingenierosarquitectos planificadores
LISTED 958AL
U
USC
20 JULY2021 - BID REVIEW
AutoCAD SHX Text 1.20
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RIGHT ANGLE VALVE
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BRONCE DE
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NIVEL DE PISO ACABADO
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PARED DE
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BLOQUES
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NIVEL DE PISO ACABADO / FLOOR LEVEL
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CAJA DE HIERRO CAL. 18 CON
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PINTURA ANTICORROSIVA Y
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ACABADO EN ESMALTE ROJO
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HUECO PARA VÁLVULA
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DE ÁNGULO DE
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2-1/2" CON BUCHIN
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REMOVIBLE DE 2-1/2" @
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DOOR AND FRAME DOOR
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CAL. 20 Y VIDRIO
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%%UDETALLE DE GABINETE CON VALVULA PARA BOMBEROS
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%%UVISTA FRONTAL / FRONT VIEW
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%%UISOMÉTRICO / ISOMETRIC
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%%UDETAIL- FIRE VALVE GABINET
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VÁLVULA DE ANGULO DE
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BRONCE DE
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2-1/2" CON BUCHIN
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REMOVIBLE DE
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STEEL FIRE HOSE GABINET BOX
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HOLE TO ANGLE VALVE
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PAINTED RED.
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PUERTA CON MARCO
AutoCAD SHX Text d = DIÁMETRO EXTERNO DE LA TUBERÍA EN CM.
AutoCAD SHX Text p = PRESIÓN DE PRUEBA EN BAR. / TEST PRESSURE
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K = FUERZA RESULTANTE.
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ÁNGULO DEL CODO O DE LA DESVIACIÓN.
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(NEWTON).
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SEN
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%%UDETALLE DE CONSTRUCCIÓN DE
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%%UBLOQUE DE EMPUJE
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P = FUERZA DE EMPUJE PARALELA AL EJE DE LA
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TUBERÍA COMO RESULTADO DE LA PRESIÓN
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INTERNA.
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TUBERÍA PVC C900 DR14 PIPE PVC C900 DR14
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%%UDETAIL - THRUST BLOCK
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ANGLE OF THE ELBOW
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ESTRUCTURAL
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VIGA
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VARILLA
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ROSCADA
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SUJETADOR
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DE VIGA
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ESPACIADORES
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DE TUBERIA
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SUJETADOR
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TUERCAS Y ARANDELAS
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HOLDER BEAM
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STRUCTURAL BEAM
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SPACERS
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SCREWS AND WASHERS
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PIPING HANGER
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THREADED ROD
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CIMENTACIÓN
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DEL TERRENO
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ENCAMADO
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RELLENO
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LATERAL
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RELLENO
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INICIAL
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ANCHO DE LA ZANJA
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300 MÍNIMO
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300 MÍNIMO
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%%UDETALLE DE ZANJA PARA INSTALACIÓN
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%%UDE TUBERÍA SOTERRADA
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P = FUERZA DE EMPUJE PARALELA AL EJE DE LA
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TUBERÍA COMO RESULTADO DE LA PRESIÓN
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TUBERÍA PVC C900 DR14 PIPE PVC C900 DR14
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WARNING LABEL
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"SPRINKLER PIPING"
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RELLENO FINAL
AutoCAD SHX Text 80cm
AutoCAD SHX Text PROTEGER CON RELLENO GRANULAR FINO DE 15 CM ALREDEDOR DE TUBERÍAS/ PROTECT WITH FINE GRANULAR FILL 15 CM AROUND PIPING
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%%UDETAIL - UNDERGROUND PIPE
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VARILLA ROSCADA
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SUJECION
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PRENSA DE
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VIGA ESTRUCTURAL
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TUERCAS Y ARANDELAS
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DE TUBERIA
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SUJETADOR
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ESTRUCTURAL BEAM
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HOLDING CLAMP
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THREADED ROAD
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SCREWS AND WASHERS
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PIPING HANGER
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SEQUENCE
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TYPE
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DISCIPLINE
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CHECKED BY
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DRAWN BY
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DESIGNED BY
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JP
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JP
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JP
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PLAN
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FIRE PROTECTION DETAILS
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DETALLES DE S. INCENDIO
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REMODELACION
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REMODEL
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CORREG. DE ANCON, DISTRITO DE PANAMA
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SANTA CRUZ, GAMBOA
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EDIFICIO #78
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STAMP
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AutoCAD SHX Text Smithsonian
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SHEET NO.
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GRAPHIC SCALE(S)
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BUILDING NAME
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DATE
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REVISION 1
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REVISION
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SUBMISSION
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REVISION 2
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REVISION 3
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REVISION 4
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REVISION 5
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REVISION 6
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REVISION
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WORKING STAFF
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DRAWING TYPE
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DRAWING TITLE
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PROJECT TITLE
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A/E PROJECT NUMBER
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OFEO PROJECT NUMBER
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ADDRESS
AutoCAD SHX Text www.mckinneyinternacional.com
AutoCAD SHX Text AVENIDA BALBOA, TORRE BAC, PISO 17 APARTADO 0833-0209, PLAZA PANAMA REPUBLICA DE PANAMA (507) 265-0165 Fax: (507) 265-1185
AutoCAD SHX Text 100 SOUTH RAILROAD AVE. ASHLAND, VIRGINIA 23005 ESTADOS UNIDOS DE AMERICA (804) 798-1451 Fax: (804) 798-7072
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8 JUN 2021
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CONSTRUCCION
AutoCAD SHX Text Washington DC 20024-2520
AutoCAD SHX Text Office of Facilities Engineering and Operations
AutoCAD SHX Text 600 Maryland Avenue S.W. Suite 5001
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ESCALA GRAFICA
AutoCAD SHX Text 1:100
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19 DE 57
AutoCAD SHX Text REDUCCION CONCENTRICA ND25X12 (1"X ") 12") CONCENTRIC REDUCTION ND25X12 (1"X ") 12")
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ROCIADOR ND12 ( ") 12") SPRINKLER ND12 ( ") 12")
AutoCAD SHX Text REDUCCION CONCENTRICA ND25X12 (1"X ") 12") CONCENTRIC REDUCTION ND25X12 (1"X ") 12")
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TUBERIA DE ACERO AL CARBONO - SCH40 ND25 (1") STEEL PIPE - SCH40 ND25 (1")
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TEE DE ACERO AL CARBONO - SCH40 ND25 (1") STEEL TEE - SCH40 ND25 (1")
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ROCIADOR ND12 ( ") 12") SPRINKLER ND12 ( ") 12")
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TUBERIA DE ACERO AL CARBONO - SCH40 ND25 (1") STEEL PIPE - SCH40 ND25 (1")
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CODO 90° DE ACERO AL CARBONO - SCH40 ND25 (1") STEEL 90° ELBOW - SCH40 ND25 (1")
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DETALLE -ROCIADORES DETAIL -SPRINKLER S/E
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AutoCAD SHX Text N/A
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AutoCAD SHX Text 5"
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AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 6"
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AutoCAD SHX Text 8"
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ESQUEMA DE DISTANCIAS DE SOPORTES HANGER SPACING SCHEDULE S/E
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DIAMETRO DE TUBERIA PIPE DIAMETER
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TUBERIA DE ACERO ESCALA 40 SCH40 STEEL
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DISTANCIA MAXIMA ENTRE SOPORTES MAXIMUM DISTANCE BETWEEN HANGER SUPPORTS
AutoCAD SHX Text 1"-6" below estructural member to a maximum distance 22" below the ceiling/roof or deck
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INSTALACION DE ROCIADORES SPRINKLER INSTALLATION S/E
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ROCIADOR ND12 ( ") 12") SPRINKLER ND12 ( ") 12")
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DETALLE -SOPORTE DE PARED DETAIL -WALL SUPPORT S/E
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ANCLAJES ANCHOR M10/M12
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GRAPA U BOLT
AutoCAD SHX Text DOS (2) ARANDELAS PLANAS Y TUERCAS M10/M12 TWO (2) NUTS WASHERS AND BOLT M10/M12/
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ANGULO 2"X2"X " 14" ANGLE 2"X2"X "14"
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DETALLE -SOPORTE TIPO CLEVIS DETAIL-CLEVIS HANGER S/E
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LOSA SLAB
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TACO DE EXPANSION M10/M12 EXPANSION BOLT M10/M12
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VARILLA ROSCADA M10/M12 THREADED ROD M10/M12
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SOPORTE TIPO CLEVIS CLEVIS HANGER
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ARANDELAS PLANAS Y TUERCAS M10/M12 NUTS WASHERS AND BOLT M10/M12/
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TUBERIA CONTRA INCENDIO FIRE PROTECTION PIPE
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HYDRAULIC-SYSTEM
AutoCAD SHX Text This building is protected by a Hydraulically Designed Automatic Sprinkler System
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LOCATION
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1. Density
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GPM SQ-FT
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2. Designed area of Discharge
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SQ-FT
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SYSTEM DEMAND
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1. GPM Discharge
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GPM
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2. Residual Pressure at The Base of The Riser
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PSI
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3. Hose Stream Allowance
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GPM
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THE CONTRACTOR NAME HERE
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DETALLE - HYDRAULIC SYSTEM NAMEPLATE DETAIL - HYDRAULIC SYSTEM NAMEPLATE S/E
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NOTA: NOTE:
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AutoCAD SHX Text REF: Fig. Tolco 909,910 or 1000
AutoCAD SHX Text Sprinkler System Load Calculation
AutoCAD SHX Text PIPE 4" SCH10 MAX 500 LB (11.78 lb per ft)
AutoCAD SHX Text PIPE 1" SCH40 MAX 1,200 LB (2.05 lb per ft)
AutoCAD SHX Text PIPE 1-1/4" SCH40 MAX 1,200 LB (2.63 lb per ft)
AutoCAD SHX Text PIPE 1-1/2" SCH40 MAX 1,200 LB (3.61 lb per ft)
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EARTH (TYPICAL)
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UNDISTURBED
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COMPACTED OR
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MIN
AutoCAD SHX Text 18"
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AutoCAD SHX Text 45%%d
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PLAN
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NOT TO SCALE
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SECTION X-X
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PLAN & ELEVATION
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150 MIN
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AutoCAD SHX Text X
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150 MIN
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PLAN
AutoCAD SHX Text A
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THRUST BLOCKS
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PLUGS
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BENDS & TEES
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TEES
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BENDS
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(SQUARE)
AutoCAD SHX Text BASED ON A WATER PRESSURE OF 225 POUNDS PER SQUARE INCH AND A SOIL RESISTANCE OF 2000 POUNDS PER SQUARE FOOT, PER NFPA 24 TABLE 8-6-7. IF THE OWNER CHOOSE NOT TO PROVIDE A SOILS REPORTS VERIFYNS THESE CONDITIONS, THE STANDAR CRITERIA LISTED IN NFPA 24, TABLE A-6.2.1 FOR SOFT CLAY (1000 LB/ SQUARE FOOT ) WILL APPLY. THE INSTALLING CONTRACTOR SHALL SIZE THE TRUST BLOCKS ACCORDINGLY AND SUBMIT SOIL BEARING CALCULATIONS FOR REVIEW. TOTAL BLOCK DEPTH SHALL BE AT LEAST TWICE THE BLOCK DEPTH "B" IN ACCORDANCE WITH NFPA 24.
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DETALLE -VALVULA DE CONTROL DE ZONA DETAIL -ZONE CONTROL VALVE S/E
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ND50 (2")
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TUBERIA DE DRENAJE DRAIN PIPE
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VALVULA DE BOLA ROSCADA DN50 (2") BALL VALVE THREADED DN50 (2")
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TUBERIA DE DRENAJE ND50 (2") DRAIN PIPE ND50 (2")
AutoCAD SHX Text SENSOR DE PRESION PARA ACTIVAR PANEL DE ALARMA PRESSURE SWITCH TO ACTIVATE ALARM PANEL
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MODEL F-2
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WATER MOTOR ALARM
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THE VIKING CORP.
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HASTINGS, MI. 49058
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FM
AutoCAD SHX Text R
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LPCB
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text S
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AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text B
AutoCAD SHX Text O
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TUBERIA DE DRENAJE DN25 (1") DRAIN PIPE DN25 (1")
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TUBERIA DE SUMINISTRO DN20 (3/4") DRAIN PIPE DN20 (3/4")
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FILTRO Y DN20 (3/4") Y STRAINER DN20 (3/4")
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VALVULA DE BOLA ND50 (2") BALL VALVE ND50 (2")
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MANOMETRO DN7 (1/4") METER GAUGE DN7 (1/4")
AutoCAD SHX Text FPS ND150 (6") CONECTAR CON TUBERIA SCI (NUEVA DE ND150 (6") GAMBOA LAB PARA SERVIR AL MAIN SHOP/ FPS ND150 (6") CONNECT TO NEW UNDERGROUND PIPE 6" INCH WATER MAIN FROM GAMBOA LAB TO SERVE THE NEW MAINT SHOP.
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VALVULA DE COMPUERTA (OS&Y) DN100 (4") OS&Y GATE VALVE DN100 (4") VICTAULIC
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CAMPANA ACCIONADA POR FLUJO DE AGUA WATER MOTOR GONG
AutoCAD SHX Text TUBERIA DN100 (4") HACIA ROCIADORES DEL EDIFICIO DN100 (4") PIPE TO SPRINKLER SYSTEM OF BUILDING
AutoCAD SHX Text TUBERIA DN50 (2-1/2") HACIA GABINETE DE INCENDIO DN50 (2-1/2") PIPE TO FIRE CABINET
AutoCAD SHX Text ALARMA Y VALVULA DE RETENCION T DN100 (4") GROOVED VICTAULIC SERIE 751 ALARM CHECK VALVE DN100 (4") GROOVED
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SUPERVISOR DE ESTADO DE VALVULA TAMPER SWITCH INSTALLED
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DETECTOR DE FLUJO WATER FLOW SWITCH
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LONGITUDINAL EARTHQUAKE BRACE
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PIPE CLAMP
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NON-THREADED BRACE PIPE
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FOR SWAY BRACE
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FIG. 909
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NO-THREAD SWIVEL
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SWAY BRACE ATTACHMENT
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FIG. 4A
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BRACE PIPE
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LONGITUDINAL EARTHQUAKE BRACE
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THREADED BRACE PIPE
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BRACE PIPE
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FIG. 910
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SWIVEL SWAY
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BRACE FITTING
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FOR SWAY BRACE
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PIPE CLAMP
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FIG. 4A
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SWAY BRACE ATTACHMENT
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``FAST CLAMP''
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FIG. 1000
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LATERAL EARTHQUAKE BRACE
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NON-THREADED BRACE PIPE
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BRACE FITTING
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SWIVEL SWAY
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FIG. 909
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BRACE PIPE
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BLOQUES DE EMPUJES
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SOPORTE/
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TOLCO
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TOLCO
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SOPORTE OSCILANTE DOBLE
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SIN ROSCA/
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SOPORTE OSCILANTE/
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SOPORTE/
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SOPORTE OSCILANTE/
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ACCESORIO PARA
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BRAZO/
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SOPORTE LATERAL SISMICO SIN ROSCA/
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SOPORTE LONGITUDINAL SISMICO SIN ROSCA/
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SOPORTE LONGITUDINAL SISMICO ROSCADO/
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SOPORTE ABRAZADERA/
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ABRAZADERA PARA SOPORTE
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OSCILANTE/
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ABRAZADERA PARA SOPORTE
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OSCILANTE/
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22.5 BENDS
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45 BENDS
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90 BENDS
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PLUGS
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TEES
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SIZE
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AutoCAD SHX Text 12"
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AutoCAD SHX Text 36"
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| Sheets and Views |
| F-501 |
File details come from the government source that posted it. Updated .