installation diagram.pdf
PDF 710 KB Posted
- Attached to
- 40' X 60 ' SHED FOR BEAR ISLAND WMA
- Solicitation number
- 5400023065
- Issued by
- Chesterfield County, South Carolina
About this file
This is an installation diagram for a 24-foot span truss structure prepared for a 40' x 60' shed project at Bear Island Wildlife Management Area in South Carolina. The diagram, designated AE-17-133 and produced by Truss US (a division of Unified Defense), provides detailed specifications for truss assembly and installation, including bolt configurations, fastener grades, and connection details across four scaled detail views. The truss design accommodates a maximum 24-foot on-center span between posts and specifies Grade 2 and Grade 5 bolts, lock washers, flat washers, and nuts in 1/2-inch diameter specifications for structural connections.
The trusses are manufactured in accordance with the International Building Code (IBC) 2017 Edition, Chapters 16 and 22, and comply with AWS D1.1/D1.1M:2015 structural welding standards. The design carries a live load rating of 20 pounds per square foot, a snow load rating of 10 pounds per square foot, and an ultimate wind speed rating of 115 miles per hour. The specification notes that 8x8 posts are required for enclosed buildings or when paired with trusses 40 feet or above, and material expansion and contraction due to temperature variations should be anticipated. The parts list indicates 16 carriage bolts, 38 nuts, 38 lock washers, 6 flat washers, and 16 additional bolts required per assembly, with dimensional tolerances within 0.50 inches deemed acceptable.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment #1.docx | DOCX document | |
| Typical Foundation.pdf | ||
| Solicitation.doc | DOC document |
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Text version
A
B
C
D
DETAIL A
SCALE 1 : 8
288"
MAX 24' OC SPAN BETWEEN POSTS
DETAIL B
SCALE 1 : 8
1/2-13 X 3.00
GRADE 5 BOLT
1/2 GRADE 5 FLAT WASHER
1/2 GRADE 5 LOCK WASHER
1/2-13 GRADE 5 NUT
DETAIL C
SCALE 1 : 8
DETAIL D
SCALE 1 : 15
1/2-13 X 7.00
GRADE 2 CARRIAGE BOLT
1/2 GRADE 5 LOCK WASHER
1/2-13 GRADE 5 NUT
1/2-13 X 1.50
GRADE 5 BOLT
1/2 GRADE 5 LOCK WASHER
1/2-13 GRADE 5 NUT
AE-17-133
INSTALLATION,DIAGRAM,TRUSS,TYPICAL,24' SPAN
PART OR
IDENTIFYING NO.
NOMENCLATURE
OR DESCRIPTION
MATERIAL
SPECIFICATION
ITEM
NO.
CAGE CODESIZE DWG NO.
SCALE CALC. WT. ACT. WT.
SHEET
CAGE CODE SYM ZONE
QTY REQ'D
PARTS LIST
1 OF 11:24
REV
THIS DRAWING HAS BEEN GENERATED AND IS
MAINTAINED BY A CADD SYSTEM. CHANGES
SHALL ONLY BE INCORPORATED AS DIRECTED
BY THE GOVERNMENT DESIGN ACTIVITY.
D
8 7 6 5 4 3
8 7 6 5 4 3 2 1
D
C
B
A
D
C
B
A
REVSHDWG. NO 1AE-17-133 1 X?
APPROVEDDATEDESCRIPTIONREV
REVISIONS
TITLE
RELEASE AUTHORITY
PROJECT AUTHORITY
PROJECT ENGINEER
MATERIAL ENGINEER
YY/MM/DDX. XXXXXXXX
ANGLESDECIMALS
.010
.03 2°±
.XXX ±
.XX ±
CONTRACT NO.
TOLERANCES ARE:
DIMENSIONS ARE IN INCHES.
UNLESS OTHERWISE SPECIFIED
SPECIAL MARKING SYMSIMILAR TO
FINISH
TREATMENT
DO NOT SCALE DRAWING CHECKER
DRAFTSMAN
DATEAPPROVALS
THIRD ANGLE PROJECTION
PART
DASH
NO.
FINALNEXT
APPLICATION
USED ON
QTY REQ'D
PER ASSY
X?
X. XXXXXXXX YY/MM/DD
XXXNNNNN
NEXT ASSY
NOTES:
1. TRUSS US IS A DIVISION OWNED BY UNIFIED DEFENSE.
2. ALL TRUSS ARE MADE IN ACCORDANCE SET FORTH IN THE
INTERNATIONAL BUILDING CODE (IBC).
3. THESE TRUSSES ARE IN FULL COMPLIANCE WITH THE IBC
2017 ED. CHAPTER 22 & 16 (STRUCTURAL DESIGN).
4. IN COMPLIANCE WITH AWS D1.1/D1.1M:2015 STRUCTURAL WELDING.
5. LIVE LOAD RATING OF 20LBS/SQ FT.
6. SNOW LOAD RATING OF 10LBS/SQ FT.
7. ULTIMATE WIND SPEED RATING OF 115 MPH.
8. SEE CERTIFICATE OF CONFORMANCE FOR ENGINEER STAMPS.
9. IF THE BUILDING IS ENCLOSED YOU MUST USE 8 X 8 POST. ALSO
WHEN PAIRED WITH A 40' TRUSS OR ABOVE 8 X 8 POST MUST BE USED.
10. TRUSS COULD POTENTIALLY EXPAND/CONTRACT ACCORDING
TO THE OUTSIDE TEMPERATURE.
11. TOLERANCES WITHIN .50 ARE ACCEPTABLE.
UNIFIED DEFENSE
1 CARRIAGE BOLT
2NUT
3LOCK WASHER
4FLAT WASHER
5BOLT
1/2-13X7.00
GRADE 2
1/2-13
GRADE 5
1/2
GRADE 5
1/2
GRADE 5
1/2-13X1.50
GRADE 5
6BOLT 1/2-13X3.00
GRADE 5
| Sheet1 |
| Drawing View1 |
| Drawing View2 |
| Detail View A (1 : 8) |
| Drawing View4 |
| Detail View B (1 : 8) |
| Detail View C (1 : 8) |
| Detail View D (1 : 15) |
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