051200-SEOBRA-023A Shop Dwg.pdf

PDF 2 MB Posted Jun 4, 2024

Attached to: 333302-24RF-0010029 Construction of a Maintenance Shop, Gamboa, Republic of Panama
Solicitation number: 333302-24RF-0010029
Issued by: Smithsonian Institution

About this file

Written by GovTribe AI · Jun 4, 2024

This document is a submittal for shop drawings related to a federal construction contract for the Maintenance Shops at Gamboa, Panama. The drawings provide details on steel beam splices, truss assemblies, and related steel components to be fabricated and installed as part of the project. The contract number is 333302-21-21CF-010433, and the project number is 168001. The contractor is Servicios y Obras - SEOBRA S.A.S. The submittal covers Division 5 - Metals, Section 05 12 00 Structural Steel Framing, and includes shop drawings for W16x50 steel beams with splices. Key requirements are to follow the AISC Steel Construction Manual, present splice design and welding details, and locate splices to avoid high shear or bending areas. The total number of splices should be minimized. The overall construction project is for the Smithsonian Tropical Research Institute in Gamboa, Panama, with an estimated construction budget up to $1.2 million.

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SUBMITTAL DATA FOR APPROVAL

(See reverse for instructions)

NEW SUBMITTAL

X Shop Drawings Descriptive Data

Samples Material List

Certifications Other

X RESUBMITTAL

Contract 333302-21-21CF- Number 010433

Transmittal: 05 12 00–SEOBRA-023

Transmittal

Number : 05 12 00–SEOBRA-023A

Date: 06-JULY-2022

Project No. 168001 Contract title Maintenance Shops at Gamboa and location: Gamboa, Province of Colón, Panamá

Title of specification section (Cover only one section with each transmittal)

DIVISION 5 – METALS. 05 12 00 STRUCTURAL STEEL FRAMING

Specification

Section and paragraph No.

Description of equipment

(Also give type or name of material)

Manufacturer Publication No.

Place of

Origin

05 12 00 (Paragraph 1.5B)

SHOP DRAWINGS OF STEEL BEAMS WITH SPLICES N/A

Enclosures:

SHOP DRAWINGS SD-103R1/SD-116R1/SD117R1/SD-122R1.

Contractor

SERVICIOS Y OBRAS – SEOBRA S.A.S.

Signature

Name: MARIO DENIS RODRIGUEZ DE LA CRUZ

Title: SITE SUPERVISOR - SEOBRA

(Space below for use by Contracting Officer Technical Representative, Smithsonian Institute)

Date:_________________________________________

Approved as submitted Refer to Comments

Approved as noted Disapproved

Please submit/ resubmit the following

Shop Drawings Descriptive Data

Samples Certifications

MascarinG Typewriter X

MascarinG Textbox Shall take into consideration provisions in the AISC Steel Construction Manual, AISC 360 font-size:14pt;font-style:normal;font-weight:normal;color:#FF1418;font-family:Times New Roman"> Shall present splice design and details: if welded, bolted or composite. If welded submit WPS.Note: Contractor may decide splice points but locate splice preferably at inflection points, at 1/3rd span, to avoid sections of the beam experiencing high shear force (span ends) or high bending moments (mid-span). Splicing at mid-span should be avoided.

The beam splice should not be located at the point of maximum deflection. A stress analysis will allow to select the inflection points.

The total number of splices in a beam should be kept to a minimum as each splice has the potential to increase deflection.

vasquezc Typewriter 7/11/20222

BT-1

L-11 L-11

SPR-1

SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1

SPR-1 SPR-1

PL-23

BT-1

L-11 L-11

SPR-1

SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1

PL-23

L-11 L-11

BT-1

L-11

SPR-1

A - A

BT-1

SPR-1

B - B BT-1

L-11

SPR-1

PL-23

C - C

BT-1

L-11

SPR-1

D - D

BT-1

SPR-1

E - E

BT-1

L-11

SPR-1

F - F

1x BEAM (1) - TRUSS W16x50 - 1:10

Mark Quantity Part weight Total weightLengthDescription Grade

W16x501BEAM (1) - TRUSS BT-1 1 W16x50 8872 A572-GR 50 660.12 660.12 L-11 4 L3X3X3/8 135 A36 1.45 5.79 PL-23 1 PL 6.35x82.96x245 245 A36 0.99 0.99

SPR-1 11 L1 1/2X1 1/2X1/8 140 A36 0.25 2.8

669.7One assembly weight: 669.7 Combined Total 669.7

Bolts ∅1/2" Bolts ∅1/2"

Bolts ∅1/2"

Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2"Bolts ∅1/2" Bolts ∅1/2"Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2"

Bolts ∅1/2"

Quantity Description

Bolts A325 - PURLINS CONNECTION

Bolt A325 ∅1/2"x1-1/4" Washer ASTM F436 ∅1/2"

22 Nut ASTM 194-2H ∅1/2"

EMPALME

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

BT-2

2xL-112xL-11 2xL-11

2xL-11

SPR-1

SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1 SPR-1SPR-1 SPR-1SPR-1

PL-23

BT-8

PL-20

BT-2

2xL-112xL-11 2xL-112xL-11

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1 SPR-2

SPR-1

SPR-2

2xPL-23BT-8

2xPL-20

BT-2

2xL-11

SPR-1 SPR-2

BT-8

2xPL-20

A - A

BT-2

SPR-1 SPR-2

BT-8

B - B

BT-2

SPR-1 SPR-2

C - C

BT-2

2xL-11

SPR-1 SPR-2

2xPL-23

D - D

BT-2

2xL-11

SPR-1 SPR-2

E - E

BT-2

2xL-11

SPR-1 SPR-2

F - F

3x BEAM (2) - TRUSS W16x50 - 1:10

Mark Quantity Part weight Total weightLengthDescription Grade

W16x503BEAM (2) - TRUSS BT-2 3 W16x50 9000 A572-GR 50 669.67 2009.02 BT-8 3 W16x50 462 A572-GR 50 34.35 103.04 PL-20 6 PL 10x84.96x380.02 380 A36 2.5 15.02 L-11 24 L3X3X3/8 135 A36 1.45 34.72

PL-23 6 PL 6.35x82.96x245 245 A36 0.99 5.94

SPR-1 33 L1 1/2X1 1/2X1/8 140 A36 0.25 8.41

SPR-2 33 L1 1/2X1 1/2X1/8 140 A36 0.25 8.41

2184.56One assembly weight: 728.19 Combined Total 2184.56

Bolts ∅1/2"

Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2"

Quantity Description

Bolts A325 - PURLINS CONNECTION

Bolt A325 ∅1/2"x1-1/4" Washer ASTM F436 ∅1/2"

132 Nut ASTM 194-2H ∅1/2"

EMPALME

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

BT-9

2xL-11

SPR-1 SPR-1 SPR-1 SPR-1 SPR-1

SPR-1

SPR-1 SPR-1 SPR-1 SPR-1 SPR-1

2xPL-23

BT-8

PL-20

BT-92xL-11

2xL-11 2xL-11 2xL-11

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

SPR-1

SPR-2

2xPL-23

BT-8

2xPL-20

BT-9

2xL-11

SPR-1 SPR-2

BT-8

2xPL-20

A - A

BT-9

SPR-1 SPR-2

BT-8

B - B

BT-9

SPR-1 SPR-2

C - C BT-9 2xL-11

2xPL-23

SPR-1 SPR-2

D - D

SPR-1

BT-9

SPR-2

2xL-11

E - E

BT-9

2xL-11

SPR-1 SPR-2

F - F

1x BEAM (8) - TRUSS W16x50 - 1:10

Mark Quantity Part weight Total weightLengthDescription Grade

W16x501BEAM (8) - TRUSS BT-9 1 W16x50 9025 A572-GR 50 671.54 671.54 BT-8 1 W16x50 462 A572-GR 50 34.35 34.35 PL-20 2 PL 10x84.96x380.02 380 A36 2.5 5.01 L-11 8 L3X3X3/8 135 A36 1.45 11.57

PL-23 2 PL 6.35x82.96x245 245 A36 0.99 1.98

SPR-1 11 L1 1/2X1 1/2X1/8 140 A36 0.25 2.8

SPR-2 11 L1 1/2X1 1/2X1/8 140 A36 0.25 2.8

730.05One assembly weight: 730.05 Combined Total 730.05

Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2" Bolts ∅1/2"

Quantity Description

Bolts A325 - PURLINS CONNECTION

Bolt A325 ∅1/2"x1-1/4" Washer ASTM F436 ∅1/2"

44 Nut ASTM 194-2H ∅1/2"

EMPALME

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

AutoCAD SHX Text

E-6011 SMAW

SD 103 R1-EMPALMES.pdf

Sheets and Views

SD-103 R1

SD 116 R1-EMPALME.pdf

Sheets and Views

SD-116 R1

SD 117 R1-EMPALME.pdf

Sheets and Views

SD-117 R1

SD 122 R1-EMPALME.pdf

Sheets and Views

SD-122 R1

File details come from the government source that posted it. Updated Jun 4, 2024.