J-3-4,_07-NEV-S.pdf

PDF 2 MB Posted Apr 7, 2017

Attached to: Operational Rooms, Colombia Federal contract opportunity
Solicitation number: SAQMMA17R0127
Issued by: Department of State Office of Acquisition Management

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File	Type	Posted
SAQMMA17R0127_Questions_and_Answers_(42-45).pdf	PDF	May 18, 2017
J-3-4,_03-BOG-E_(A005).pdf	PDF	May 18, 2017
J-3-4,_09-NEV-E_(A005).pdf	PDF	May 18, 2017
SAQMMA17R0127_A005.pdf	PDF	May 18, 2017
SAQMMA17R0127_Questions_and_Answers.pdf	PDF	May 17, 2017
SAQMMA17R0127_A004.pdf	PDF	May 15, 2017
SAQMMA17R0127_AutoCAD.zip	ZIP file	May 9, 2017
SAQMMA17R0127_A003.pdf	PDF	May 4, 2017
SAQMMA17R0127_A002.pdf	PDF	Apr 12, 2017
SAQMMA17R0127_A001.pdf	PDF	Apr 11, 2017
Schedule_B-M_(A001).pdf	PDF	Apr 11, 2017
J-2-6_Tax_Exemption_(Exencion_de_Impuesto).doc	DOC document	Apr 7, 2017
J-2-1,_Material_or_Product_Substitution_Form.docx	DOCX document	Apr 7, 2017
J-2-2,_Firm_and_Project_Information.docx	DOCX document	Apr 7, 2017
J-3-4,_06-NEV-A.pdf	PDF	Apr 7, 2017
SAAMMA17R0127_Schedule_B-M.pdf	PDF	Apr 7, 2017
J-3-4,_02-BOG-M.pdf	PDF	Apr 7, 2017
J-2-5,_Deliverables_(Neiva_Specs).xlsx	XLSX spreadsheet	Apr 7, 2017
J-3-4,_05-NEV-U.pdf	PDF	Apr 7, 2017
J-3-4,_00-BOG-U.pdf	PDF	Apr 7, 2017
J-1-1,_Past_Performance_Questionnaire_(PPQ).docx	DOCX document	Apr 7, 2017
J-3-4,_09-NEV-E.pdf	PDF	Apr 7, 2017
J-3-4,_08-NEV-M.pdf	PDF	Apr 7, 2017
J-3-5,_Form_4025-R.pdf	PDF	Apr 7, 2017
J-3-4,_03-BOG-E.pdf	PDF	Apr 7, 2017
J-2-7,_Submittal_Register_(Bogota).pdf	PDF	Apr 7, 2017
J-3-1,_Specs-Bogota.pdf	PDF	Apr 7, 2017
J-2-4,_Deliverables_(Bogota_Specs).xlsx	XLSX spreadsheet	Apr 7, 2017
J-2-9,_SAM_Registration.pdf	PDF	Apr 7, 2017
J-3-3,_Bidding_Chart.xlsx	XLSX spreadsheet	Apr 7, 2017
J-1-2,_Past_Performance_and_References.xlsx	XLSX spreadsheet	Apr 7, 2017
J-2-8,_Submittal_Register_(Neiva).pdf	PDF	Apr 7, 2017
J-3-4,_01-BOG-A.pdf	PDF	Apr 7, 2017
J-3-4,_10-NEV-T.pdf	PDF	Apr 7, 2017
SAQMMA17R0127,_SF1442.pdf	PDF	Apr 7, 2017
J-3-4,_04-BOG-T.pdf	PDF	Apr 7, 2017
J-3-2,_Specs-Neiva.pdf	PDF	Apr 7, 2017
J-2-3,_IncidentReports.docx	DOCX document	Apr 7, 2017

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1 2 3 4 5 6

EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

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PHASE:

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DRAWING DATE:

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LIFETED BY:

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No. SUBMITTAL DATE

CONTRACT DATE:

SCALE:

OBSERVATIONS:

SHEET PLAN:

SHEET No:

OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

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EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

LEGEND:

REVIEWS:

PHASE:

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DRAWING DATE:

SIGNATURE:

PROFFESIONAL CARD:

PROFFESION:

LIFETED BY:

CONTENTS:

No. SUBMITTAL DATE

CONTRACT DATE:

SCALE:

OBSERVATIONS:

SHEET PLAN:

SHEET No:

OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

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PL 19" ASTM A.36

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E70XX

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E70XX

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TOP MESH M.188 MALLA SUPERIOR M.188

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EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

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OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

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EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

LEGEND:

REVIEWS:

PHASE:

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DRAWING DATE:

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LIFETED BY:

CONTENTS:

No. SUBMITTAL DATE

CONTRACT DATE:

SCALE:

OBSERVATIONS:

SHEET PLAN:

SHEET No:

OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

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EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

LEGEND:

REVIEWS:

PHASE:

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PROFFESION:

LIFETED BY:

CONTENTS:

No. SUBMITTAL DATE

CONTRACT DATE:

SCALE:

OBSERVATIONS:

SHEET PLAN:

SHEET No:

OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

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GANCHO ESTANDAR A 135°

GANCHO ESTANDAR

1 2 3 4 5 6

EMBASSY OF THE UNITED STATES

INTERNATIONAL NARCOTICS AND

LAW ENFORCEMENT

BOGOTA, COLOMBIA

NOTICE:

THIS DOCUMENT IS THE PROPERTY OF

THE U.S. GOVERNMENT. FURTHER

REPRODUCTION AND/OR DISTRIBUTION IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF THE INTERNATIONAL

NARCOTICS AND LAW ENFORCEMENT

SECTION, BOGOTA, COLOMBIA.

INFORMATION ON THIS DOCUMENT IS NOT

TO BE ALTERED EXCEPT WITH THE

WRITTEN APPROVAL OF THE OFFICE.

MANAGED BY:

I.N.L

INTERNATIONAL NARCOTICS AND LAW

ENFORCEMENT EMBASSY OF THE

UNITED STATES.

BOGOTA, COLOMBIA

SHEET No:

A & E DESIGN FIRM:

DIAZ VILLEGAS ARQUITECTOS

www.diazvillegasarquitectos.com

TELEFONO: 6262659 - 7042265

PROJECT:

LOCATION:

CONTRACT NUMBER:

COR VO.Bo.:

OF:

REVIEW:PLAN No:

CONTENIDO:

LEGEND:

REVIEWS:

PHASE:

10% 35% 60% 90% 100%

DRAWING DATE:

SIGNATURE:

PROFFESIONAL CARD:

PROFFESION:

LIFETED BY:

CONTENTS:

No. SUBMITTAL DATE

CONTRACT DATE:

SCALE:

OBSERVATIONS:

SHEET PLAN:

SHEET No:

OF:

REVIEW: PLAN No:

A&E OPERATIONAL CENTER FITOUT,

12 CITIES FOR THE COLOMBIAN

NATIONAL POLICE

SCO150-16-M-0313

OCT 03 / 2016

0520266519 ANT

Ingennier.

Ing. Juan Carlos Merizalde

SSP-601

ESPECIFICACIONES

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SPECIFICATIONS

135° STANDAR HOOK

STANDAR HOOK

AutoCAD SHX Text ESPECIFICACIONES GENERALES ESTRUCTURA METALICA 1. MATERIALES: MATERIALES: 1.1. Lamina estructural en acero según norma ASTM A.36 Lamina estructural en acero según norma ASTM A.36 con Fy=253 MPa, Fu=408 MPa. 1.2. Perfiles tuberia estructural en acero según norma ASTM A.500 Gr.C Perfiles tuberia estructural en acero según norma ASTM A.500 Gr.C con Fy=253 MPa, Fu=408 MPa. 1.3. Pernos de anclaje en acero F1554 Gr105 Pernos de anclaje en acero F1554 Gr105 1.4. Tornillos para correas SAE Gr.2 Tornillos para correas SAE Gr.2 1.5 Soldadura E 70XX (O Similar dependiendo del procedimiento a usar) 2. PARÁMETROS DE DISEÑO: PARÁMETROS DE DISEÑO: 2.1. Diseño según norma NSR-10 y recomendaciones LRFD AISC.2010, Diseño según norma NSR-10 y recomendaciones LRFD AISC.2010, 2.2. Carga de estructura: Carga de estructura: 2.3. Cubierta: Cubierta: Carga muerta: Teja PVC = 0.15 kN/m² Teja PVC = 0.15 kN/m² Luminarias y accesorios = 0.20 kN/m² Luminarias y accesorios = 0.20 kN/m² = 0.20 kN/m² Total carga muerta = 0.35 kN/m² Total carga muerta = 0.35 kN/m² = 0.35 kN/m² = 0.35 kN/m² Carga viva = Pendiente < 27% = 0.35 kN/m² Pendiente > 27%= 0.50 kN/m² Parametros Sísmicos Ubicación regional Colombia Aa<0.50 Av<0.40 Ae<0.26 Ad<0.11 Fa<3.50 Fv<2.50 Coeficiente de importancia: I= 1.25, Grupo de uso III. Grado de desempeño "Moderado" DES Tipología estructural PRM PRM Coeficiente de dispación de energía (PRM C.1.b Nota 3) R=7.0 (Elemento R=7.0 (Elemento compacto) Velocidad de viento: (Edificio Cerrado)V<135 km/h 3. ACABADO: ACABADO: ACABADO: 3.1. Preparación de superficie SSPC-SP10 Preparación de superficie SSPC-SP10 (Chorro de arena grado metal casi blanco). 3.2. Anticorrosivo epóxico con espesor de película seca de 75 Anticorrosivo epóxico con espesor de película seca de 75 micrones. micrones. 3.3. Barrera epóxica con espesor de pelicula seca de 75 micrones Barrera epóxica con espesor de pelicula seca de 75 micrones 3.4. Esmalte uretano con espesor de película seca de 75 micrones. Esmalte uretano con espesor de película seca de 75 micrones. 4. NOTAS: NOTAS: 4.1. El método de izaje de la estructura, deberá ser diseñado por El método de izaje de la estructura, deberá ser diseñado por el fabricante y enviado al diseñador para su aprobación. 4.2. Todas las medidas deben ser verificadas en obra.Todas las medidas deben ser verificadas en obra..

AutoCAD SHX Text ESPECIFICACIONES ESTRUCTURA CONCRETO: 1. CONCRETO LOSA, ZAPATAS, PEDESTALES Y VIGAS: f'c = 28 Mpa CONCRETO LOSA, ZAPATAS, PEDESTALES Y VIGAS: f'c = 28 Mpa 4. ACERO DE REFUERZO: - Barras £ Nº3 en Acero NTC-161 : fy = 240 MPa y fu = 370 MPa Nº3 en Acero NTC-161 : fy = 240 MPa y fu = 370 MPa fy = 240 MPa y fu = 370 MPa fy = 240 MPa y fu = 370 MPa - Barras Nº4 en Acero ASTM A-706 Gr.60 (NTC-2289): fy = 420 MPa Nº4 en Acero ASTM A-706 Gr.60 (NTC-2289): fy = 420 MPa y fu = 560 MPa y fu = 560 MPa 5. CAPACIDAD DE SOPORTE DEL SUELO: Q=110 kN/m² (11 ton/m²) NORMAS: 1. Normas Colombianas de Diseño y Construcción Sismoresistente, NSR-10 2. Especificaciones AISC-LRFD 2010 NOTAS: 1. El nivel de cimentación debe ser verificado y aprobado por el ingeniero especialista en suelos. 2. Para el armado del refuerzo utilizar alambre, se prohibe el uso de soldadura. 3. Las medidas se encuentran en metros a menos que se especique lo contrario y para los refuerzos se deben tomar medidas en obra 4. No tomar medidas a escala en este plano. 5. Los traslapos longitudinales en las vigas de fundación deben hacerse en forma alternada.

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AutoCAD SHX Text 2.22

AutoCAD SHX Text 13.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 31.6

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.5

AutoCAD SHX Text 45.0

AutoCAD SHX Text

AutoCAD SHX Text 2.54

AutoCAD SHX Text 15.2

AutoCAD SHX Text 8.9

AutoCAD SHX Text 36.2

AutoCAD SHX Text 26.0

AutoCAD SHX Text 30.0

AutoCAD SHX Text 60.0

AutoCAD SHX Text

AutoCAD SHX Text 2.87

AutoCAD SHX Text 17.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 40.9

AutoCAD SHX Text 29.4

AutoCAD SHX Text 35.0

AutoCAD SHX Text 70.0

AutoCAD SHX Text

AutoCAD SHX Text 3.23

AutoCAD SHX Text 19.4

AutoCAD SHX Text 11.3

AutoCAD SHX Text 46.0

AutoCAD SHX Text 33.1

AutoCAD SHX Text 40.0

AutoCAD SHX Text 80.0

AutoCAD SHX Text db=Ø

AutoCAD SHX Text Reinforcement

AutoCAD SHX Text

BARRA Nº

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AutoCAD SHX Text Long. adic. (cm) 1 gancho

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AutoCAD SHX Text 0.64

AutoCAD SHX Text 7.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text 2.2

AutoCAD SHX Text 11.2

AutoCAD SHX Text 8.6

AutoCAD SHX Text 10.0

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AutoCAD SHX Text 0.95

AutoCAD SHX Text 11.4

AutoCAD SHX Text 5.7

AutoCAD SHX Text 3.3

AutoCAD SHX Text 16.6

AutoCAD SHX Text 12.8

AutoCAD SHX Text 12.5

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 15.2

AutoCAD SHX Text 7.6

AutoCAD SHX Text 4.4

AutoCAD SHX Text 22.2

AutoCAD SHX Text 17.1

AutoCAD SHX Text 17.5

AutoCAD SHX Text

AutoCAD SHX Text 1.59

AutoCAD SHX Text 19.1

AutoCAD SHX Text 9.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 27.8

AutoCAD SHX Text 21.5

AutoCAD SHX Text 22.5

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AutoCAD SHX Text 1.91

AutoCAD SHX Text 22.9

AutoCAD SHX Text 11.5

AutoCAD SHX Text 6.7

AutoCAD SHX Text 33.4

AutoCAD SHX Text 25.8

AutoCAD SHX Text 25.0

AutoCAD SHX Text

AutoCAD SHX Text 2.22

AutoCAD SHX Text 26.6

AutoCAD SHX Text 13.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 38.8

AutoCAD SHX Text 30.0

AutoCAD SHX Text

AutoCAD SHX Text 2.54

AutoCAD SHX Text 30.5

AutoCAD SHX Text 15.2

AutoCAD SHX Text 8.9

AutoCAD SHX Text 44.4

AutoCAD SHX Text 34.3

AutoCAD SHX Text 35.0

AutoCAD SHX Text

AutoCAD SHX Text 2.87

AutoCAD SHX Text 34.4

AutoCAD SHX Text 23.0

AutoCAD SHX Text 12.9

AutoCAD SHX Text 54.7

AutoCAD SHX Text 40.4

AutoCAD SHX Text 40.0

AutoCAD SHX Text

AutoCAD SHX Text 3.23

AutoCAD SHX Text 38.8

AutoCAD SHX Text 25.8

AutoCAD SHX Text 14.5

AutoCAD SHX Text 61.6

AutoCAD SHX Text 45.4

AutoCAD SHX Text 45.0

AutoCAD SHX Text db=Ø Reinforcement

AutoCAD SHX Text STEEL STRUCTURAL SPECS. 1. MATERIALS: MATERIALS: 1.1. Steel structural plates ASTM A.36 (Fy=253 MPa, Fu=408 MPa.) Steel structural plates ASTM A.36 (Fy=253 MPa, Fu=408 MPa.) 1.2. Holow structural sections ASTM A.500 Gr.C (Fy=253 MPa, Fu=408 MPa). Holow structural sections ASTM A.500 Gr.C (Fy=253 MPa, Fu=408 MPa). 1.3. Anchor rods F1554 Gr105 Anchor rods F1554 Gr105 1.4 Weld E 70XX 2. DESIGN SETTINGS: DESIGN SETTINGS: 2.1. Colombian code NSR-10 and LRFD AISC.2010, Colombian code NSR-10 and LRFD AISC.2010, 2.2. Loads Loads 2.3. roof: roof: Dead Load: PVC Panel = 0.15 kN/m² PVC Panel = 0.15 kN/m² Accesories & others = 0.20 kN/m² Accesories & others = 0.20 kN/m² Total dead load = 0.35 kN/m² Total dead load = 0.35 kN/m² Live load =Slope < 27% = 0.35 kN/m² = 0.35 kN/m² Slope > 27% = 0.50 kN/m² = 0.50 kN/m² Seismic settings Location Colombia Aa<0.50 Av<0.40 Ae<0.26 Ad<0.11 Fa<3.50 Fv<2.50 Importance coef. I= 1.25, Use group III. Performance "Ordinary" DES Structural type PRM Energy dissipation coefficient (PRM C.1.b Note 3) R=7.0 (Compact element) Wind speed (Close building)V< 135 km/h 3. Paint: Paint: Paint: 3.1. Surface treatment SSPC-SP10 (Sand-Blasting) Surface treatment SSPC-SP10 (Sand-Blasting) 3.2. Primer epoxic dry thickness 3 mils. Primer epoxic dry thickness 3 mils. 3.3. Barrier epoxic dry thickness 3 mils Barrier epoxic dry thickness 3 mils 3.4. Finish uretane dry thickness 3 mils. Finish uretane dry thickness 3 mils. 4. NOTES: NOTES: 4.1. The erection methode should be aproved for the structural designer The erection methode should be aproved for the structural designer 4.2. The measures should be verifies in SITE The measures should be verifies in SITE

AutoCAD SHX Text CONCRETE SPECS: 1. CONCRETE SLAB, FOOTINGS, PEDESTAL & FOUNDATION BEAMS: f'c = 28 Mpa CONCRETE SLAB, FOOTINGS, PEDESTAL & FOUNDATION BEAMS: f'c = 28 Mpa 4. REINFORCEMENT: - Diameter £ Nº3 in NTC-161 Steel : fy = 240 MPa y fu = 370 MPa Nº3 in NTC-161 Steel : fy = 240 MPa y fu = 370 MPa fy = 240 MPa y fu = 370 MPa fy = 240 MPa y fu = 370 MPa - Diameter Nº4 in ASTM A-706 Gr.60 Steel (NTC-2289): fy = 420 MPa Nº4 in ASTM A-706 Gr.60 Steel (NTC-2289): fy = 420 MPa y fu = 560 MPa y fu = 560 MPa CODES 1. Normas Colombianas de Diseño y Construcción Sismoresistente, NSR-10 2. AISC-LRFD 2010 NOTES: 1. The foundation level, shouldbe verified in SITE 2. The reinforcement should never be welding 3. The measrement are in meters 4. No take measurements at scale in this sheet 5. Overlaps must be performed alternately

AutoCAD SHX Text U.S. Reinf Nº

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Lenght adit. (cm) 1 hook

AutoCAD SHX Text Lenght adit. (cm) 2 hook

AutoCAD SHX Text cm

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AutoCAD SHX Text 0.64

AutoCAD SHX Text 3.8

AutoCAD SHX Text 2.6

AutoCAD SHX Text 1.6

AutoCAD SHX Text 7.6

AutoCAD SHX Text 5.7

AutoCAD SHX Text 7.5

AutoCAD SHX Text 15.0

AutoCAD SHX Text

AutoCAD SHX Text 0.95

AutoCAD SHX Text 5.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text 2.4

AutoCAD SHX Text 11.3

AutoCAD SHX Text 8.4

AutoCAD SHX Text 8.5

AutoCAD SHX Text 17.0

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 7.6

AutoCAD SHX Text 5.1

AutoCAD SHX Text 3.2

AutoCAD SHX Text 15.1

AutoCAD SHX Text 11.3

AutoCAD SHX Text 12.5

AutoCAD SHX Text 25.0

AutoCAD SHX Text

AutoCAD SHX Text 1.59

AutoCAD SHX Text 9.5

AutoCAD SHX Text 6.4

AutoCAD SHX Text 4.0

AutoCAD SHX Text 18.9

AutoCAD SHX Text 14.1

AutoCAD SHX Text 15.0

AutoCAD SHX Text 30.0

AutoCAD SHX Text

AutoCAD SHX Text 1.91

AutoCAD SHX Text 11.5

AutoCAD SHX Text 6.7

AutoCAD SHX Text 27.2

AutoCAD SHX Text 19.6

AutoCAD SHX Text 20.0

AutoCAD SHX Text 40.0

AutoCAD SHX Text

AutoCAD SHX Text 2.22

AutoCAD SHX Text 13.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 31.6

AutoCAD SHX Text 22.7

AutoCAD SHX Text 22.5

AutoCAD SHX Text 45.0

AutoCAD SHX Text

AutoCAD SHX Text 2.54

AutoCAD SHX Text 15.2

AutoCAD SHX Text 8.9

AutoCAD SHX Text 36.2

AutoCAD SHX Text 26.0

AutoCAD SHX Text 30.0

AutoCAD SHX Text 60.0

AutoCAD SHX Text

AutoCAD SHX Text 2.87

AutoCAD SHX Text 17.2

AutoCAD SHX Text 10.0

AutoCAD SHX Text 40.9

AutoCAD SHX Text 29.4

AutoCAD SHX Text 35.0

AutoCAD SHX Text 70.0

AutoCAD SHX Text

AutoCAD SHX Text 3.23

AutoCAD SHX Text 19.4

AutoCAD SHX Text 11.3

AutoCAD SHX Text 46.0

AutoCAD SHX Text 33.1

AutoCAD SHX Text 40.0

AutoCAD SHX Text 80.0

AutoCAD SHX Text db=Ø

AutoCAD SHX Text Reinforcement

AutoCAD SHX Text U.S. Reinf Nº

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AutoCAD SHX Text D

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AutoCAD SHX Text B

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AutoCAD SHX Text Lenght adit. (cm) 1 hook

AutoCAD SHX Text cm

AutoCAD SHX Text

AutoCAD SHX Text 0.64

AutoCAD SHX Text 7.7

AutoCAD SHX Text 3.8

AutoCAD SHX Text 2.2

AutoCAD SHX Text 11.2

AutoCAD SHX Text 8.6

AutoCAD SHX Text 10.0

AutoCAD SHX Text

AutoCAD SHX Text 0.95

AutoCAD SHX Text 11.4

AutoCAD SHX Text 5.7

AutoCAD SHX Text 3.3

AutoCAD SHX Text 16.6

AutoCAD SHX Text 12.8

AutoCAD SHX Text 12.5

AutoCAD SHX Text

AutoCAD SHX Text 1.27

AutoCAD SHX Text 15.2

AutoCAD SHX Text 7.6

AutoCAD SHX Text 4.4

AutoCAD SHX Text 22.2

AutoCAD SHX Text 17.1

AutoCAD SHX Text 17.5

AutoCAD SHX Text

AutoCAD SHX Text 1.59

AutoCAD SHX Text 19.1

AutoCAD SHX Text 9.5

AutoCAD SHX Text 5.6

AutoCAD SHX Text 27.8

AutoCAD SHX Text 21.5

AutoCAD SHX Text 22.5

AutoCAD SHX Text

AutoCAD SHX Text 1.91

AutoCAD SHX Text 22.9

AutoCAD SHX Text 11.5

AutoCAD SHX Text 6.7

AutoCAD SHX Text 33.4

AutoCAD SHX Text 25.8

AutoCAD SHX Text 25.0

AutoCAD SHX Text

AutoCAD SHX Text 2.22

AutoCAD SHX Text 26.6

AutoCAD SHX Text 13.3

AutoCAD SHX Text 7.8

AutoCAD SHX Text 38.8

AutoCAD SHX Text 30.0

AutoCAD SHX Text

AutoCAD SHX Text 2.54

AutoCAD SHX Text 30.5

AutoCAD SHX Text 15.2

AutoCAD SHX Text 8.9

AutoCAD SHX Text 44.4

AutoCAD SHX Text 34.3

AutoCAD SHX Text 35.0

AutoCAD SHX Text

AutoCAD SHX Text 2.87

AutoCAD SHX Text 34.4

AutoCAD SHX Text 23.0

AutoCAD SHX Text 12.9

AutoCAD SHX Text 54.7

AutoCAD SHX Text 40.4

AutoCAD SHX Text 40.0

AutoCAD SHX Text

AutoCAD SHX Text 3.23

AutoCAD SHX Text 38.8

AutoCAD SHX Text 25.8

AutoCAD SHX Text 14.5

AutoCAD SHX Text 61.6

AutoCAD SHX Text 45.4

AutoCAD SHX Text 45.0 db=Ø Reinforcement

S-087.08-NEIVA-SBP-101

Sheets and Views

SBP-101

S-087.08-NEIVA-SDT-501

Sheets and Views

SDT-501

S-087.08-NEIVA-SRP-102

Sheets and Views

SRP-102

S-087.08-NEIVA-SEL-201

Sheets and Views

SEL-201

S-087.08-NEIVA-SEL-202

Sheets and Views

SEL-202

S-087.08-NEIVA-SSP-601

Sheets and Views

SSP-601

File details come from the government source that posted it. Updated Nov 14, 2017.