MALF-605 (Draft).pdf
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- Solicitation number
- W912EQ25SS0010
About this file
This document is a technical engineering drawing for a Bumper Spacer Assembly (Part Number MALF-605) created by G2 Engineering Consulting. The drawing details a stackable spacer system with precise dimensional specifications, including a 6" width, 4" height base plate, and stackable configuration with multiple spacer units.
The technical specifications include critical material and welding requirements, such as ABS material certification, mill certificates for materials, compliance with AWS D1.1 Structural Welding Code, and comprehensive non-destructive testing (NDT) protocols for welds. The drawing notes indicate 4 spacers are used for a 12 square stack arrangement, with the number of spacers reducible for taller stack configurations. Tolerances are tightly controlled, with angular measurements specified to 0.5 degrees and decimal measurements ranging from 0.005 to 0.05 inches. The document is marked as a draft and contains confidentiality warnings against unauthorized distribution.
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Other files
| File | Type | Posted |
|---|---|---|
| MALF-901-A_B (Draft).PDF | ||
| MALF-911 (Draft).pdf | ||
| MALF-600 (Draft).pdf | ||
| MALF-908 (Draft).pdf | ||
| MALF-604 (Draft).pdf | ||
| MALF-602 (Draft).pdf | ||
| MALF-105 (Draft).pdf | ||
| MALF-104 (Draft).pdf | ||
| MALF-601 (Draft).pdf | ||
| MALF-902 (Draft).pdf | ||
| MALF-910 (Draft).pdf | ||
| REQUEST FOR INFORMATION (RFI) - ACM LIFTING FRAMES.pdf | ||
| MALF-903-A_B (Draft).pdf | ||
| MALF-100-101-102-103 (Draft).pdf | ||
| MALF (Draft).pdf | ||
| MALF-912 (Draft).pdf | ||
| MALF-606 (Draft).pdf | ||
| MALF-907 (Draft).pdf | ||
| MALF-603 (Draft).pdf | ||
| MALF-906 (Draft).pdf | ||
| MALF-909 (Draft).pdf |
Show all 21
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Text version
4"
44.53 1.753
146.13 5.753
4"
6"
NOTE:
UNLESS OTHERWISE SPECIFIED ALL MATEIRALS USED IN CONSTRUCTION OF COMPONETNS ARE TO HAVE ABS MATERIAL CERTIFICATION IN ACCORDINATE WITH THE •
APPLICAPLE SECIONS OF "ABS RULES FOR MATERIALS AND WLEDING (PART 2)"
MATERIALS ARE TO BE FURNISHED WITH CERTIFICATES ISSUED BY THE MILL OR MATERIAL MANUFACTURER, INDICATING, AS A MINIMUM AND AS APPLICABLE, THE • MATERIAL SPECIFICATION, GRADE, PROCESS OF MANUFACTURE, HEAT TREATMENT DETAILS, MECHANICAL AND CHEMICAL PROPERTIES, IDENTIFICATION NUMBERS, AND
TEST RESULTS.
ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"• ALL WELDS SHALL BE TESTED USING EITHER VOLUMETRIC RADIOGRAPHIC TESTING (RT) OR ULTRASONIC TESTING (UT) METHODS OR SURFACE NDT TECNIQUES INCLUDING • MAGNETIC PARTICLE INSPECTION (MPI), PENETRANT TESTING (PT), EDDY CURRENT (EC) OR ALTERNATING CURRENT FIELD MEASURMENT (AFCM) CRITICAL WELDS ARE TO BE SUBJECTED TO THE FOLLOWING NONDESTRUCTIVE TESTING TO THE SATISFACTION OF THE ATTENDING SURVEYOR PRIOR TO PROOF LOAD •
TESTING:
100% VOLUMETRIC NDT OF ALL CRITICAL BUTT WELDS•
100% SUFACE NDT ON BOTH SIDES OF CRITICAL FILLET WELDS•
4 SPACERS USED FOR 12 SQUARE STACK ARRANGEMENT.
REDUCE NUMBER OF SPACERS FOR TALLER STACK ARRANGEMENTS
DRAWN BY:
THE INFORMATION CONTAINED IN THIS DRAWING IS CONSIDERED
CONFIDENTIAL. CONTENT SHOULD NOT BE DISTRIBUTED WITHOUT CONSENT
DIMENSIONS ARE IN INCHES
TOLERANCES:
ANGULAR: MACH .5 DEG
ONE PLACE DECIMAL .05
TWO PLACE DECIMAL .01
THREE PLACE DECIMAL .005
MATERIAL
SEE NOTES
PART NUMBER: REV
SHEET 1 OF 2
MALF-605
DO NOT SCALE
BUMPER SPACER ASSEMBLY
Marc.Dickinson
FINISH
SEE NOTES
CREATED: 10/26/2022
SIZE
AUNLESS OTHERWISE SPECIFIED
G2 ENGINEERING
CONSULTING
A A
B B
C C
D D
DRAFT
NOTE:
UNLESS OTHERWISE SPECIFIED ALL MATEIRALS USED IN CONSTRUCTION OF COMPONETNS ARE TO HAVE ABS MATERIAL CERTIFICATION IN ACCORDINATE WITH THE •
APPLICAPLE SECIONS OF "ABS RULES FOR MATERIALS AND WLEDING (PART 2)"
MATERIALS ARE TO BE FURNISHED WITH CERTIFICATES ISSUED BY THE MILL OR MATERIAL MANUFACTURER, INDICATING, AS A MINIMUM AND AS APPLICABLE, THE • MATERIAL SPECIFICATION, GRADE, PROCESS OF MANUFACTURE, HEAT TREATMENT DETAILS, MECHANICAL AND CHEMICAL PROPERTIES, IDENTIFICATION NUMBERS, AND
TEST RESULTS.
ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"• ALL WELDS SHALL BE TESTED USING EITHER VOLUMETRIC RADIOGRAPHIC TESTING (RT) OR ULTRASONIC TESTING (UT) METHODS OR SURFACE NDT TECNIQUES INCLUDING • MAGNETIC PARTICLE INSPECTION (MPI), PENETRANT TESTING (PT), EDDY CURRENT (EC) OR ALTERNATING CURRENT FIELD MEASURMENT (AFCM) CRITICAL WELDS ARE TO BE SUBJECTED TO THE FOLLOWING NONDESTRUCTIVE TESTING TO THE SATISFACTION OF THE ATTENDING SURVEYOR PRIOR TO PROOF LOAD •
TESTING:
100% VOLUMETRIC NDT OF ALL CRITICAL BUTT WELDS•
100% SUFACE NDT ON BOTH SIDES OF CRITICAL FILLET WELDS•
DRAWN BY:
THE INFORMATION CONTAINED IN THIS DRAWING IS CONSIDERED
CONFIDENTIAL. CONTENT SHOULD NOT BE DISTRIBUTED WITHOUT CONSENT
DIMENSIONS ARE IN INCHES
TOLERANCES:
ANGULAR: MACH .5 DEG
ONE PLACE DECIMAL .05
TWO PLACE DECIMAL .01
THREE PLACE DECIMAL .005
MATERIAL
SEE NOTES
PART NUMBER: REV
SHEET 2 OF 2
MALF-605
DO NOT SCALE
BUMPER SPACER ASSEMBLY
Marc.Dickinson
FINISH
SEE NOTES
CREATED: 10/26/2022
SIZE
AUNLESS OTHERWISE SPECIFIED
G2 ENGINEERING
CONSULTING
A A
B B
C C
D D
DRAFT
| ASSEMBLY |
| Drawing View1 |
| Drawing View2 |
| Drawing View3 |
| Drawing View4 |
| BOM |
| Drawing View5 |
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