051200-SEOBRA-023B Shop Dwg.pdf

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333302-24RF-0010029 Construction of a Maintenance Shop, Gamboa, Republic of Panama
Solicitation number
333302-24RF-0010029
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This document is a submittal for the construction of a maintenance shop at Gamboa, Republic of Panama under federal contract 333302-21-21CF-010433. It includes welding procedure specifications for splicing steel beams. The related federal contract opportunity, Solicitation Number 333302-24RF-0010029, is for the construction of a maintenance shop in Gamboa, Panama, with an estimated budget up to $1.2M. The contract is open to all businesses, with the company required to be legally registered and licensed to operate as a construction company in Panama for at least 5 years and have performed at least three $1M construction projects in the past 3 years. The proposal is due on July 12, 2024, and the Smithsonian Institution may cancel the RFP without prior notice.

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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

Previous

Transmittal: 05 12 00–SEOBRA-023A

Transmittal

Number : 05 12 00–SEOBRA-023B

Date: 04-AUGUST-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:

WELDING PROCEDURES TO SPLICING STEEL BEAMS.

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 Typewriter See attached comments:

vasquezc Typewriter 8/4/2022

Comments to Submittal 05 12 00-SEOBRA-023B Shop Dwgs. Steel Beam with Splices

Missing information.

o Contractor shall recall to Submittal 023A

▪ Shall present splices design and details o Submit shop-drawings with splice locations and identified.

▪ 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).

▪ 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.

o 051200 - 1.5B.9 For structural-steel connections indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

CONTRACT No 333302-21CF- 0010433 PROJECT No 1680001 - MAINTENANCE SHOPS AT GAMBOA.

GAMBOA, COLÓN, PANAMÁ

STRUCTURAL

STEEL FRAMING

051200

Panama, August 4th, 2022

SMITHSONIAN INSTITUTION

STRI BRANCH

Luis Clement Avenue, Building 401 Tupper. Balboa, Ancon.

Panama City, Panama.

Dear Sir/Madam:

In accordance with specification section 05 12 00 STRUCTURAL STEEL FRAMING paragraph 1.5.B, we submit you the Welding Procedures Specifications (WPS) to splicing steel beams;

these WPS were performed by mechanical engineer Esteban Lam Vargas, who is in charge to perform these procedures.

Related information:

Annex 1: WPS EMPATE DE VIGAS – PATINES (FLANGES).

Annex 2: WPS EMPATE DE VIGAS – ALMA (WEB).

Annex 3: Pictures.

Sincerely yours, Arq. Mario Denis Rodríguez De La Cruz.

SEOBRA

Cuadro de texto

ANNEX 1

ANNEX 2

Pictures showing WEB with doublé Groove and FLANGES with single Groove according

WPS.

ANNEX 3

Pictures showing WEB with doublé Groove and FLANGES with single Groove according

WPS.

Welded spliced beams.

Ultrasonic in spliced beams.

File details come from the government source that posted it. Updated .