2-A4 PW6860_S102 - South Concrete Pad Framing Plan Details and Notes Updated 10April26.pdf

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Concert Chiller Pads
Solicitation number
N0017326Q5699
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About this file

This is a technical drawing for a chiller support concrete pad installation at Building A69 of the Naval Research Laboratory. The document contains both a plan view and cross-sectional details for the concrete pad construction, drawn at scales of 1/2" = 1'-0" for the plan and 1" = 1'-3" for the section view.

The design specifications indicate an 11'-0" x 14'-0" concrete pad with specific reinforcement requirements, including steel welded wire fabric mesh conforming to ASTM A185. The pad features an 6"x4" x 2.5/2.5 welded reinforcement detail centered to scale, with designated top of grading and wire positioning. Key notes reference coordination with mechanical drawings (M-101) for precise pad location, confirmation of top of pad elevation based on site conditions, concrete specifications requiring 65 air entrainment for exterior exposure, and compliance with ASTM standards for steel reinforcement. The document is marked as controlled unclassified information and includes reference number PW 6860 for Building A69 chiller pad work at the Naval Research Laboratory.

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Text version

CHILLER SUPPORT CONCRETE PAD PLAN1

2 SECTION

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AutoCAD SHX Text NOTES: 1. COORDINATE WITH MECHANICAL DRAWING (M-101) FOR COORDINATE WITH MECHANICAL DRAWING (M-101) FOR CONCRETE PAD LOCATION. 2. TOP OF CONCRETE PAD ELEVATION TO BE DETERMINED ON SITE. TOP OF CONCRETE PAD ELEVATION TO BE DETERMINED ON SITE. 3. MINIMUM OF CONCRETE STRENGTH 4000 PSI NORMAL WEIGHT MINIMUM OF CONCRETE STRENGTH 4000 PSI NORMAL WEIGHT CONCRETE WITH 6% AIR ENTRAINMENT FOR EXTERIOR CONCRETE. 4. STEEL WELDED WIRE FABRIC MESH SHALL CONFORM ASTM A185. STEEL WELDED WIRE FABRIC MESH SHALL CONFORM ASTM A185.

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VARIES (2" MIN)

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AutoCAD SHX Text 11'-0"x5'-0" CONC PAD SEE PALN

AutoCAD SHX Text 6"x6"-W2.0x2.0 WELDED WIRE FABRIC (WWF) CENTERED TO SLAB

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TOP OF GRADING - VARIES

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SCALE: 1" = 1'-0"

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NAVAL RESEARCH LABORATORY

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DISTRICT OF COLUMBIA

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PW 6860

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NRL CODE 3531

AutoCAD SHX Text March 7, 2025

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WASHINGTON DC

AutoCAD SHX Text PROJECT TEAM LEAD - Daniel Ebert

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CODE 3531 ENGINEERING - XXX

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DEPARTMENT OF THE NAVY

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SCALE:

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SHOP NO.

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NRL PW NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES:

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DESCRIPTION

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DATE

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SATISFACTORY TO

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FOR COMMANDER NAVFAC

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A/E INFO

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OF

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CONTROLLED UNCLASSIFIED INFORMATION

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CONTROLLED UNCLASSIFIED INFORMATION

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