PW6701_S101 - North Concrete Pad Framing Plan Details and Notes.pdf
PDF 263 KB Posted
- Attached to
- Concert Chiller Pads
- Solicitation number
- N0017326P5609
About this file
This document is a technical drawing and framing plan for a concrete pad installation. It provides detailed specifications for installing a chiller support structure in Furnace Room 101 at Building A69 of the Naval Research Laboratory (NRL).
The plan includes a framing layout showing a concrete pad measuring 32'-0" in length with detailed sections and control joint specifications. Key notes indicate that the design must coordinate with mechanical drawings (M-101 to M-156) for precise pad location, with concrete pad elevation to be determined on-site. The slab is specified at 4,000 PSI normal weight concrete with air entrainment. The document specifies wire fabric mesh conforming to ASTM standards and mandates concrete slab control joints per the detailed specifications shown. Additional requirements include removable plastic or hardboard preformed insulation on each side of the insert, fill joint with sealant after slab and rebar curing, and top of grading that varies. The drawing is marked as controlled unclassified information and includes standard NRL documentation blocks with revision history and drawing number 6301.
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Text version
CHILLER SUPPORT CONCRETE PAD FRAMING PLAN1
2 SECTION
TYPICAL CONCRETE SLAB
CONTROL JOINT DETAIL
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AutoCAD SHX Text NOTES: 1. COORDINATE WITH MECHANICAL DRAWINGS (M-101 TO M-104) FOR COORDINATE WITH MECHANICAL DRAWINGS (M-101 TO M-104) 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 CONCRETE WITH 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. 5. "C.J." DESIGNATES CONCRETE SLAB CONTROL JOINTS. SEE DETAIL 3 FOR "C.J." DESIGNATES CONCRETE SLAB CONTROL JOINTS. SEE DETAIL 3 FOR INFO.
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EQ
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VARIES (2" MIN)
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AutoCAD SHX Text 11'-0"x32'-0" CONC PAD SEE PALN
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TOP OF GRADING - VARIES
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S.O.G.-SEE PLAN
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REMOVABLE PLASTIC OR HARDBOARD PREFORMED STRIP TOOL EDGE ON EACH SIDE OF INSERT
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2" CLEAR CONC COVER TYPICAL
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NOTE: FILL JOINT WITH SEALANT AFTER SLAB HAS BEEN CURED.
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NAVAL RESEARCH LABORATORY
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DISTRICT OF COLUMBIA
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PW 6701
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NRL CODE 3531
AutoCAD SHX Text April 30, 2025
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WASHINGTON DC
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CODE 3531 ENGINEERING - XXX
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DEPARTMENT OF THE NAVY
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SHOP NO.
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NRL PW NO.
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FOR COMMANDER NAVFAC
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CONTROLLED UNCLASSIFIED INFORMATION
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CONTROLLED UNCLASSIFIED INFORMATION
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