AWN-STRUCTURAL DESIGN PLANS-03.pdf

PDF 2 MB Posted Jul 31, 2024

Attached to: Supply and Installation of retractable awnings at American Embassy in Buenos Aires
Solicitation number: 19AR2024R0004
Issued by: Department of State

About this file

Written by GovTribe AI · Jul 31, 2024

This document appears to be a set of structural design plans for the installation of retractable awnings at the U.S. Embassy in Buenos Aires, Argentina. The plans provide details on the awning support structure, including foundation, concrete and steel frame requirements, as well as dimensions and material specifications.

The related federal contract opportunity seeks a contractor to supply and install these retractable awnings at the embassy to protect visa applicants from sun and rain. The estimated project size is between $200,000 and $250,000, with a period of performance of 65 consecutive days. The contract will be a firm fixed price type. Responsible sources may submit quotations, which the government may award without further discussions. Prospective offerors must be registered in the SAM database prior to submitting a proposal.

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Other files

File	Type	Posted
AWN-PLANS-Awnings-03.pdf	PDF	Jul 31, 2024
RFP 19AR2024R0004 AWNING final.pdf	PDF	Jul 31, 2024
Awnings PLANILLA SF-1442 19AR2024R0004 final.docx	DOCX document	Jul 31, 2024

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AV COLOMBIA

0.8

0.7 7 0.5

4.03

4.13

4.14

4.12

2.50

4.12

4.14

4.12

5.21

60.58

MC 01

MC 01FUNDATION LEVEL

SCALE: 1:125

V-001: 50x24

V-002: 50x24

V-003: 50x24

V-004: 50x24

V-005: 50x24

V-006: 50x24

V-007: 50x24

V-008: 50x24

V-010: 50x24

V-011: 50x24

V-012: 50x24

V-013: 50x24

V-014: 50x24

V-015: 50x24

C11

C12

C13

C14

C15

C16

C17

Pórtico 1

V-009: 50x24

C10a

MC 01

MC 01 C10b

Pórtico 2

AV COLOMBIA

LOBBY

REFERENCE

MC 01 - Metalic Column RHS 180X100X4.0 C n° - Concrete Column

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12 dtecnico@sacem.com.ar

REVISION DESCRIPTION DRAWN BYDATE APROVED BYREVIEWED BY

JOB:

FILE AUTOCAD:

REPLACE

COMPLEMENTS PLAN N°SCALES:

DATE:

Tel-Fax: (005411) 4703-0726

Vilela 2720 7º "C" www.sacem.com.ar

Buenos Aires (C1429DAR)

DEPARTMENT OF STATE - U.S. EMBASSY BUENOS AIRES

AWNING SUPPORT STRUCTURE

106-156-SD-01

106-156

INDICATED

04-03-24 A

A FIRST REALEASE 03-15-24 F.N.K C.E.M SACEM

B UPDATE 03-22-24 F.N.K. C.E.M. SACEM

C C10 ADJUSTMENTS 04-03-24 F.N.K C.E.M SACEM

AutoCAD SHX Text

AutoCAD SHX Text mailto: dtecnico@sacem.com.ar http://www.sacem.com.ar

0.8

0.7 7 0.5

4.03

4.13

4.14

4.12

2.50

4.12

4.14

4.12

60.43

MC 01

RHS 100x60x3.0

RHS 100x60x3.0AWNINGS LEVEL

SCALE: 1:125

Type 3

Type 2

Type 3

Type 2

MC 01

AV COLOMBIA

LOBBY

REFERENCE

MC 01 - Metalic Column RHS 180X100X4.0 C n° - Concrete Column

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12 dtecnico@sacem.com.ar

REVISION DESCRIPTION DRAWN BYDATE APROVED BYREVIEWED BY

JOB:

FILE AUTOCAD:

REPLACE

COMPLEMENTS PLAN N°SCALES:

DATE:

Tel-Fax: (005411) 4703-0726

Vilela 2720 7º "C" www.sacem.com.ar

Buenos Aires (C1429DAR)

DEPARTMENT OF STATE - U.S. EMBASSY BUENOS AIRES

AWNING SUPPORT STRUCTURE

106-156-SD-01

106-156

INDICATED

04-03-24 A

A FIRST REALEASE 03-15-24 F.N.K C.E.M SACEM

B UPDATE 03-22-24 F.N.K. C.E.M. SACEM

C C10 ADJUSTMENTS 04-03-24 F.N.K C.E.M SACEM

AutoCAD SHX Text

LOBBY

0.55 VARIABLE 0.30

PEDESTRIAN PROTECTION ROOF

PUBLIC SIDEWALK

INTERIOR

(COMPOUND)

BASE PLATE (200x300x12.7mm)

FIXED TO CONCRETE FUNDATION BEAM

BY ANCHORS 1/2" x 600mm

EXISTING PERIMETRAL FENCE (IRON)

METALLIC (IRON) TUBE

RHS 180x100x4mm

2.10

0.21

METALLIC (IRON) TUBE

RHS 100x60x3mm

CONCRETE FUNDATION BEAM

50x24

(CONSULT DETAILS)

SIDEWALK SECTION

SCALE.: 1:25

0.30

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12 dtecnico@sacem.com.ar

REVISION DESCRIPTION DRAWN BYDATE APROVED BYREVIEWED BY

JOB:

FILE AUTOCAD:

REPLACE

COMPLEMENTS PLAN N°SCALES:

DATE:

Tel-Fax: (005411) 4703-0726

Vilela 2720 7º "C" www.sacem.com.ar

Buenos Aires (C1429DAR)

DEPARTMENT OF STATE - U.S. EMBASSY BUENOS AIRES

AWNING SUPPORT STRUCTURE

106-156-SD-01

106-156

INDICATED

04-03-24 A

A FIRST REALEASE 03-15-24 F.N.K C.E.M SACEM

B UPDATE 03-22-24 F.N.K. C.E.M. SACEM

C C10 ADJUSTMENTS 04-03-24 F.N.K C.E.M SACEM

Element Pos. Dia. No. Diagram (cm)

Length (cm)

Total (cm)

ADN 420

(kg)

C1=C2=C3=C4=C5=C6=C8=C9

1 Ø6 4

224 112 448 1.0

2 Ø16 4 30 28 58 232 3.7

3 Ø12 2 30 28 58 116 1.0

6.3 50.4

Total+10%:

(x8):

C10a=C10b=C11=C12=C13=C14=C15 C16=C17

1 Ø6 4

224 112 448 1.0

2 Ø16 4 30 28 58 232 3.7

3 Ø12 2 30 28 58 116 1.0

6.3 56.7

Total+10%:

(x9):

Ø6: 18.7 Ø12: 18.7 Ø16: 70.3 Total: 107.1

C1=C2=C3=C4=C5=C6=C8=C9

Foundations

Floor 1

B B4P2 2P3 A A

View XX

+0.000 +0.100

2P3 4P2

View YY

P1 1Ø

2Ø

L =5

3Ø

L =5

26 4P2Ø16 2P3Ø12

Section A-A

P1Ø6@4 L=112 P3

26 4P2Ø16 2P3Ø12

Section B-B

P1Ø6@10 L=112

Pos. Dia. No. Length (cm)

Total (cm) x 8 (cm)

1 Ø6 4 112 448 3584 2 Ø16 4 58 232 1856 3 Ø12 2 58 116 928

Steel: ADN 420 (0.3 kg). Ratio: 27.34 kg/m3 Floor: Floor 1 Concrete: H-30 (0.01 m3) Maximum size of aggregate: 15 mm

Scale 1:50 Formwork: 0.12 m2 Clear cover: 2 cm

Floor: Floor 1 Concrete: H-30 Steel in stirrups: ADN 420

C10a=C10b=C11=C12=C13=C14=C15=C16=C17

Foundations Floor 1

A A B B4P2 2P3 A A B B

View XX

+0.000

+0.100

2P3 4P2

View YY

P1 1Ø

2Ø

L =5

3Ø

L =5

P2 35

26 4P2Ø16 2P3Ø12

Section A-A

P1Ø6@4 L=112

P2 35

26 4P2Ø16 2P3Ø12

Section B-B

P1Ø6@10 L=112

Pos. Dia. No. Length (cm)

Total (cm) x 9 (cm)

1 Ø6 4 112 448 4032 2 Ø16 4 58 232 2088 3 Ø12 2 58 116

Steel: ADN 420 (0.3 kg). Ratio: 27.34 kg/m3 Floor: Floor 1 Concrete: H-30 (0.01 m3) Maximum size of aggregate: 15 mm

Scale 1:50 Formwork: 0.12 m2 Clear cover: 2 cm

Summary Steel Columns

Total length (m)

Weight+10% (kg)

ADN 420 Ø6 76.2 19

Ø12 19.7 19 Ø16 39.5 71 109

Total

Element Pos. Dia. No. Diagram (cm)

Length (cm)

Total (cm)

ADN 420

(kg)

Pórtico 1 1 Ø10 12 13

900 10800 66.6

2 Ø10 12 900 900 10800 66.6

3 Ø6 221 15

126 27846 61.9

4 Ø6 221

27 5967 13.3

229.2Total+10%:

Ø6: 82.7 Ø10: 146.5 Total: 229.2

Pórtico 1 See starts in the detailing of columns or wall elevations

4.148 4.126 4.14 4.14 4.14 4.126 4.128 3.651

50x24

V-001

50x24

V-002

50x24

V-003

50x24

V-004

50x24

V-005

50x24

V-006

50x24

V-007

50x24

V-008

C1 C2 C3 C4 C5 C6 C8 C9 C10a

28x(1sP3Ø6+1cP4Ø6) @15

25x(1sP3Ø6+1cP4Ø6) @15

L=9003P1Ø10

L=9003P2Ø10

L=9003P1Ø10

16 L=9003P1Ø10 L=9003P2Ø10

L=9003P2Ø10

16 L=9003P1Ø10

Element Pos. Dia. No. Diagram (cm)

Length (cm)

Total (cm)

ADN 420

(kg)

Pórtico 2 1 Ø10 6 13

798 4788 29.5

2 Ø10 12 900 900 10800 66.6

3 Ø10 3

304 912 5.6

4 Ø10 3 300 300 900 5.5

5 Ø6 181 15

126 22806 50.7

6 Ø6 181

27 4887 10.9

185.7Total+10%:

Ø6: 67.8 Ø10: 117.9 Total: 185.7

Pórtico 2 See starts in the detailing of columns or wall elevations

3.417 4.14 4.14 4.12 4.1 4.14 2.62

50x24

V-009

50x24

V-010

50x24

V-011

50x24

V-012

50x24

V-013

50x24

V-014

50x24

V-015

C10b C11 C12 C13 C14 C15 C16 C17

23x(1sP5Ø6+1cP6Ø6) @15

28x(1sP5Ø6+1cP6Ø6) @15

@15 18x(1sP5Ø6+1cP6Ø6)

L=7983P1Ø10 L=9003P2Ø10

L=9003P2Ø10 L=3043P3Ø10

16 L=7983P1Ø10 L=9003P2Ø10

L=9003P2Ø10 L=3003P4Ø10

Foundations Beam detailing Concrete: H-30 Steel in bars: ADN 420 Steel in stirrups: ADN 420 Frames scale 1:125 Sections scale 1:25 Scale of openings 1:125

Summary Steel Frames drawing

Total length (m)

Weight+10% (kg)

ADN 420 Ø6 615.1 150

Ø10 390.0 264 414

Total

AV COLOMBIA

LOBBY

100 100 100

30 240 30

Baseplate thickness: 12.7 mm

63.3

Guide anchor towards plate centre

Bolt: Ø12.66 mm, A-325

Anchor Bolt Detail Baseplate12

.7 20 Levelling mortar

Concrete: H-30

Type 1 Plate Dimensions = 300x200x12.7 mm ( F-24 ) Bolts = 4Ø12.66 mm, A-325

Scale 1 : 20

E60XX

SMAW

4 560

.0°

MC 01

Plate 100x180x9.5

RHS 100x60x3.0

E70XX

SMAW 5

Elevation

Scale 1:20

E60XX

SMAW4(6)

.0°

MC 01

Plate 100x180x9.5

RHS 100x60x3.0

E70XX

SMAW 5

Elevation

E60XX

SMAW4(6)

RHS 100x60x3.0

E70XX

SMAW5

Scale 1:20

Type 3Type 2

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12 dtecnico@sacem.com.ar

REVISION DESCRIPTION DRAWN BYDATE APROVED BYREVIEWED BY

JOB:

FILE AUTOCAD:

REPLACE

COMPLEMENTS PLAN N°SCALES:

DATE:

Tel-Fax: (005411) 4703-0726

Vilela 2720 7º "C" www.sacem.com.ar

Buenos Aires (C1429DAR)

DEPARTMENT OF STATE - U.S. EMBASSY BUENOS AIRES

AWNING SUPPORT STRUCTURE

106-156-SD-01

106-156

INDICATED

04-03-24 A

D WELDING ADJUSTMENT 17-05-24 F.N.K C.E.M SACEM

B UPDATE 03-22-24 F.N.K. C.E.M. SACEM

C C10 ADJUSTMENTS 04-03-24 F.N.K C.E.M SACEM

D - - - -

METALIC COLUMN ( 180 x 100 mm )

BRACKET DETAILS A

ESC.: 1:10

TOP VIEW FRONT VIEW

SIDE VIEW

FRONT VIEW

METALIC BEAM ( 100 x 60 mm )

L PROFILE ( 2 12 '' x 3 16 '' )

BRACKET ( 60 x 238 mm )

FOLDING ARM

METALIC BEAM ( 100 x 60 mm )

METALIC COLUMN ( 180 x 100 mm )

L PROFILE ( 2 12'' x 3 16 '' )

BRACKET ( 60 x 238 mm )

FOLDING ARM

METALIC COLUMN ( 180 x 100 mm )

METALIC BEAM ( 100 x 60 mm )

L PROFILE ( 2 12 '' x 3 16 '' )

BRACKET ( 60 x 238 mm )

METALIC COLUMN ( 180 x 100 mm )

METALIC BEAM ( 100 x 60 mm )

L PROFILE ( 2 12 '' x 3 16 '' )

100.0

60.0

20.0

100.0 63.5

60.0

227.0

100.063.5

227.0

.0 23

60.0

63.5

4.8 7.0

(6) M10x33, Type 1, ASTM A325MT

(6) M10, ASTM A563M, 8S

(6) 2 M10, ASTM F436M, Type 1

(3) M10x140, Type 1, ASTM A325MT

(3) M10, ASTM A563M, 8S

(3) 2 M10, ASTM F436M, Type 1

(6) M10x33, Type 1, ASTM A325MT

(6) M10, ASTM A563M, 8S

(6) 2 M10, ASTM F436M, Type 1

AV COLOMBIA

0.8

0.7 7 0.5

4.03

4.13

4.14

4.12

2.50

4.12

4.14

4.12

60.43

MC 01

RHS 100x60x3.0

RHS 100x60x3.0AWNINGS LEVEL

SCALE: 1:125

Type 3

Type 2

Type 3

Type 2

MC 01

AV COLOMBIA

0.8

0.7 7 0.5

4.03

4.13

4.14

4.12

4.14

4.12

60.43

MC 01

RHS 100x60x3.0

Type 3

Type 2

MC 01

BRACKET DETAILS B

ESC.: 1:10

TOP VIEW

FRONT VIEW

SIDE VIEW

METALIC BEAM ( 100 x 60 mm )

L PROFILE ( 2 12'' x 3 16 '' )

BRACKET ( 180 x 150 mm )

FOLDING ARM

METALIC COLUMN ( 180 x 100 mm )

L PROFILE ( 2 12 '' x 3 16 '' )

BRACKET ( 180 x 150 mm )

METALIC BEAM ( 100 x 60 mm )

L PROFILE ( 2 12 '' x 3 16 '' )

BRACKET ( 180 x 150 mm )

FOLDING ARM

353.5

150.020.0 13.5

55.0 55.0

8.0 60.0

55.0 55.0

150.0

353.5 (8) M10x33, Type 1, ASTM A325MT

(8) M10, ASTM A563M, 8S

(8) 2 M10, ASTM F436M, Type 1

(8) M10x33, Type 1, ASTM A325MT

(8) M10, ASTM A563M, 8S

(8) 2 M10, ASTM F436M, Type 1

1 2 3 4 5 6 7 8 9 10 11 12

1 2 3 4 5 6 7 8 9 10 11 12 dtecnico@sacem.com.ar

REVISION DESCRIPTION DRAWN BYDATE APROVED BYREVIEWED BY

JOB:

FILE AUTOCAD:

REPLACE

COMPLEMENTS PLAN N°SCALES:

DATE:

Tel-Fax: (005411) 4703-0726

Vilela 2720 7º "C" www.sacem.com.ar

Buenos Aires (C1429DAR)

DEPARTMENT OF STATE - U.S. EMBASSY BUENOS AIRES

AWNING SUPPORT DETAIL

106-156-SD-03

106-156

INDICATED

04-15-24 A

A FIRST REALEASE 03-15-24 F.N.K C.E.M SACEM

(1) THE DIMENSIONS AND DETAILS OF THE SUPPORT SHALL BE SUBJECT TO

THE REQUERIMENTS OF THE AWNING SUPPLIER/MANUFACTURER,

NOTES

AutoCAD SHX Text

AutoCAD SHX Text mailto: dtecnico@sacem.com.ar http://www.sacem.com.ar

Sheets and Views

106-156-SD-01-04-D-4

Sheets and Views

File details come from the government source that posted it. Updated Jul 31, 2024.