Attachment 2 - Drawing.pdf
PDF 222 KB Posted
- Attached to
- 820 RHS Pre-Cast Concrete Vaults
- Solicitation number
- F3GHBA5148A001
About this file
This document is a detailed engineering drawing set for a precast concrete pad (Part Number 100002190) produced by Jensen Precast. The pad is designed for a specific project (NVE 24-0721) with precise dimensional specifications: 5'-0" long, 4'-10" wide, and 1'-0" deep, with an approximate weight of 1,530.67 lbs. The concrete mix is specified to have a 28-day compressive strength of 5000 PSI, and the reinforcing steel must comply with ASTM A615 or ASTM A706 Grade 60 standards.
Key technical details include lifting instructions specifying the pad must be lifted at 1500 PSI with 4 lift connections equally loaded to 2 lifting points at a minimum 60° sling angle. The design incorporates specific components like anchor dogbone connections, reinforcing mats, and ferrule loop inserts. Environmental parameters are noted as "Above Ground" with a water level below the structure, and the loading specification is A-03 (300 psf). The drawing set includes detailed plan views, section views, and a bill of materials, with the document created on 4/16/2021 and modified on 5/7/2021.
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| File | Type | Posted |
|---|---|---|
| Attachment 3 - Vault Design.pdf | ||
| Attachment 1 - Meak Solutions Quote.pdf |
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Text version
PLAN VIEW
SECTION A-A SECTION B-B
A A
B
B
BILL OF MATERIALS
DESCRIPTIONPART NUMBERQTYUNIT QTYITEM
CONCRETE MIX GENERIC 5000 PSI10001142510.171 ft^310.171 ft^31
ANCHOR DOGBONE P52 2T X 3-3/8" GALV100002867412
REINFORCING MAT 300127324300127324213
INSERT FERRULE LOOP 1/2 X 2-3/4 PLATED FX-5100002765414
0.
id w
SHEET:
REV:
B-1
4/16/2021 5/7/2021MODIFIED:CREATED:
PART NUMBER: DRAWN BY:
DESCRIPTION:
Pad 3258x12 NVE 24-0721
LIFTING TYPE:REINFORCEMENT
TYPE:
DESIGN SPEC: LOADING SPEC:
BURY DEPTH:
WWW.JENSENPRECAST.COM
Above Ground to N/A
WATER LEVEL:
A-03 (300 psf)
Below Structure APPROX. WEIGHT: 1530.67 Lbs
100002190 B. Gentry-Dunn DogboneRebar
Agency Specified
©2021 Jensen Precast- All rights reserved.
All materials appearing as Jensen Precast documents and the like are proprietary work product and are protected under U.S. copyright and other laws.
Unless in conjunction with business conducted with Jensen Precast, any use of Jensen Precast work product without express, written consent is prohibited, and recipient is prohibited from distributing any and all work product to non-approved third parties under penalty of civil action.
CASTING LAYOUT
NOTES
■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST.
LIFTING NOTES
■ THIS CONCRETE PRODUCT IS DESIGNED TO BE LIFTED AT 1500PSI WITH 4 LIFT
CONNECTIONS EQUALLY LOADED TO 2 LIFTING POINTS AT A MINIMUM 60° SLING ANGLE,
MEASURED FROM HORIZONTAL.
CHANGE HISTORY
REV DESCRIPTION DATE BY
A INITIAL RELEASE
B 2104-50756 UPDATED PER NVE SPEC 4/20/2021 BGD
2'-6" [30.00 in]
4'-10" [58.00 in]
1'-0" [12.00 in]
5'-0" [60.00 in]
2'-8" [32.00 in]
1'-4" [16.00 in]
2'-10" [34.00 in]
1 1/2"
TYP
1 1/2"
TYP
6"
TYP
6"
TYP 4
PLAN VIEW
SECTION C-CSECTION D-D
D
D
C C
0.
id w
SHEET:
REV:
B-1
4/16/2021 5/7/2021MODIFIED:CREATED:
PART NUMBER: DRAWN BY:
DESCRIPTION:
Pad 3258x12 NVE 24-0721
LIFTING TYPE:REINFORCEMENT
TYPE:
DESIGN SPEC: LOADING SPEC:
BURY DEPTH:
WWW.JENSENPRECAST.COM
Above Ground to N/A
WATER LEVEL:
A-03 (300 psf)
Below Structure APPROX. WEIGHT: 1530.67 Lbs
100002190 B. Gentry-Dunn DogboneRebar
Agency Specified
©2021 Jensen Precast- All rights reserved.
All materials appearing as Jensen Precast documents and the like are proprietary work product and are protected under U.S. copyright and other laws.
Unless in conjunction with business conducted with Jensen Precast, any use of Jensen Precast work product without express, written consent is prohibited, and recipient is prohibited from distributing any and all work product to non-approved third parties under penalty of civil action.
REINFORCING CAGE REVIEW
• ALL CONCRETE TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI.
• REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 OR ASTM A706 GRADE 60. BAR BENDING
AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARD. EQUIVALENT AREA WELDED WIRE
REINFORCEMENT CAGES MAY BE UTILIZED IN LIEU OF GRADE 60 REINFORCING BARS.
• WELDED WIRE REINFORCEMENT SHALL COMPLY WITH ASTM A1064 GRADE 80 STANDARDS
• LIFTING INSERTS FOR HANDLING SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS.
• BURY DEPTH Above Ground TO N/A
• WATER LEVEL: Below Structure
• DESIGN SPECIFICATION: Agency Specified
• LOADING SPECIFICATION: A-03 (300 psf)
• SOIL UNIT WEIGHT DRY - 110 lbs/cu.ft.
• EQUIVALENT LATERAL PRESSURE DRY - 40 lbs/cu.ft.
• SOIL UNIT WEIGHT WET - 120 lbs/cu.ft.
• EQUIVALENT LATERAL PRESSURE WET - 80 lbs/cu.ft.
1 1/2"
CLR
1 1/2"
CLR
1 1/2"
CLR
File details come from the government source that posted it. Updated .