Drawing 1 Interface Requirements 8443128.pdf

PDF 2 MB Posted Apr 11, 2024

Attached to: PSTE242001 Isolation Pad Design Build for Hush House
Solicitation number: PSTE242001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Apr 11, 2024

This document is a pre-solicitation notice for a federal contract opportunity to design and build an isolation pad that interfaces with an existing hush house at McEntire Joint National Guard Base in South Carolina.

The key details are:

The project is to design and build a T10 foundation that interfaces the existing legacy isolation pad foundation with new 50k thrust stand requirements. All designs must comply with applicable regulations and codes.
The contract duration is 90 days after notice to proceed, with 45 days for pre-construction and 45 days for construction.
The project is set aside 100% for small businesses under NAICS code 237110 (Poured Concrete Foundation and Structure Contractors) with a $45 million size standard.
The estimated project value is between $250,000 and $500,000.
A pre-bid conference is scheduled for May 10, 2024 and bids are due June 3, 2024.
The solicitation and associated documents will be available through the government's Contract Opportunities webpage on SAM.gov.

View the file

Other files

File	Type	Posted
Drawing 3 REV C (shallow frost) 8443131.pdf	PDF	Apr 11, 2024
Drawing 2 Embeds 8443129.pdf	PDF	Apr 11, 2024
SOW PSTE 242001 Tie in New Isolation Pad for Hush House.docx	DOCX document	Apr 11, 2024

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AutoCAD SHX Text A

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AutoCAD SHX Text 8443128

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HUSH HOUSE

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U.S. AIR FORCE

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TITLE

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SIZE

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AIR FORCE CODE IDENT NO.

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DRAWING NO.

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SCALE

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SHEET

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CHK

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ENG

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AIR FORCE AUTHENTICATION

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AIR FORCE RELEASE

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UNLESS OTHERWISE SPECIFIED

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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FRACTIONS

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DECIMALS

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ANGLES

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NEXT ASSEMBLY

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USED ON

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APPLICATION

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CURRENT

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CODE IDENT NO.

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QUANTITY REQUIRED PER DASH NO.

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PARTS LIST

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SYM

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NOMENCLATURE

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IDENTIFYING NO.

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CODE IDENT

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MATERIAL/SPECIFICATION

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UNIT WT

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ZONE

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FIND NO.

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ENGINEERING DRAWING LAYOUT E

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ADDED REVISION STATUS OF SHEET;

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AutoCAD SHX Text 10/25/89

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AutoCAD SHX Text 11/27/85

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REVISIONS

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APPROVED

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DATE

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DESCRIPTION

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LTR

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TABULATION BLOCK.

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CHANGED QUANTITY OF REQUIRED

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G:\T10\128S01.DWG

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FOUNDATION INTERFACE REQUIREMENTS

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GENERAL NOTES & INDEX

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FLOOR DRAINS IN NOTE #6, E.

AutoCAD SHX Text %%uWAS%%u THREE, %%uIS%%u SIX

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SEE ECO#

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THIS DRAWING PROVIDES INFORMATION REGARDING THE REQUIRED FOUNDATION

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AND SITE UTILITIES TO INTERFACE WITH THE NSN 4920-01-070-2721 SOUND

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SUPPRESSOR (HUSH HOUSE).

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THE INTERFACE DRAWING PROVIDES SPECIFIC REQUIREMENTS SUCH AS CONCRETE

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PLAN DIMENSIONS, TOP OF CONCRETE ELEVATIONS, AND LOCATION, ELEVATION

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AND ORIENTATION OF EMBEDDED ITEMS (INCLUDING INTERIOR ANCILLARY

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SERVICES). IN ADDITION, GENERAL SITE LAYOUT REQUIREMENTS AND UTILITY

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NEEDS ARE DEFINED.

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TWO OPTIONS ARE AVAILABLE FOR DEVELOPING A HUSH HOUSE FOUNDATION

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DESIGN PACKAGE:

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A. TWO DETAILED FOUNDATION STRUCTURAL DESIGNS HAVE BEEN DEVELOPED

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AND ARE SUITABLE FOR MOST SITE CONDITIONS. THE CHOICE OF THE

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PARTICULAR FOUNDATION DESIGN IS DEPENDENT UPON THE REQUIRED

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FOOTING DEPTH. DRAWING NO. 8443131 PROVIDES A FOUNDATION

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STRUCTURAL DESIGN FOR REGIONS IN WHICH THE REQUIRED FOOTING

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DEPTH IS LESS THAN THREE FEET. DRAWING NO. 8443132 PROVIDES

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A DETAILED FOUNDATION DESIGN FOR REGIONS IN WHICH THE FROST

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DEPTH IS LESS THAN SIX FEET. LIMITATIONS OF THESE STANDARD

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FOUNDATION DESIGNS ARE CLEARLY DEFINED ON EACH DRAWING ALONG

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WITH PERTINENT INFORMATION ON THE BASIS FOR DESIGN.

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A SITE ADAPTATION CAN THEN BE PERFORMED BY AN APPROPRIATE

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GOVERNMENT AGENCY OR A/E FIRM. INSTRUCTIONS FOR SITE ADAPTATION

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REQUIREMENTS ARE PROVIDED IN EACH STANDARD FOUNDATION

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STRUCTURAL DESIGN DRAWING. REPRODUCTIONS OF THE FOUNDATION

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STRUCTURAL DESIGN DRAWINGS DESCRIBED ABOVE SHOULD BE INSERTED

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DIRECTLY IN THE COMPLETED DRAWING PACKAGE.

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IN SOME SPECIAL CIRCUMSTANCES, THE STANDARD FOUNDATION STRUCTURAL

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DESIGNS PROVIDED IN DRAWINGS NOS. 8443131 AND 8443132 MAY NOT BE

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DEEMED APPROPRIATE. IN THESE INSTANCES, A NEW DETAILED DESIGN

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SHOULD BE DEVELOPED BY THE APPROPRIATE GOVERNMENT AGENCY OR

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A/E FIRM. THE INTERFACE REQUIREMENTS OF DRAWING NO. 8443128 MUST

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BE STRICTLY ADHERED TO IN ANY NEW DESIGN. THIS IS TO ENSURE THAT THE

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HUSH HOUSE SUPERSTRUCTURE MAY BE PROPERLY ERECTED AND MADE

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OPERATIONAL. THE FOUNDATION STRUCTURAL DESIGN MUST BE BASED ON

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FOUNDATION DESIGN LOADS DETAILED IN THIS INTERFACE DRAWING ON

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SHEET 5.

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ALL EMBEDMENT ITEMS REQUIRED IN THE FOUNDATION ARE DETAILED IN

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DRAWING NO. 8443129. THIS DRAWING CAN BE USED DIRECTLY AS A SHOP

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DRAWING FOR FABRICATION OF EMBEDMENTS. THE FOUNDATION CONTRACTOR

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IS RESPONSIBLE FOR PROCUREMENT OF ALL EMBEDMENT ITEMS.

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THE HUSH HOUSE ERECTION (SUPERSTRUCTURE) CONTRACTOR IS REQUIRED

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TO PERFORM AN INSPECTION AFTER THE FOUNDATION CONSTRUCTION IS

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COMPLETE. THIS IS TO DETERMINE IF THE FOUNDATION IS SUITABLE FOR

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SUPERSTRUCTURE ERECTION. THIS INSPECTION IS PERFORMED IN

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ACCORDANCE WITH THE INSPECTION PLAN GIVEN IN DRAWING NO. 8443130

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AND FIELD NOTES GIVEN IN DRAWING NO. 8443133.

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THE HUSH HOUSE ERECTION CONTRACTOR DOES NOT PROVIDE ANY MATERIALS

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FOR THE FOUNDATION CONTRACTOR. THE FOUNDATION CONTRACTOR IS

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RESPONSIBLE FOR PROCUREMENT OF ALL FOUNDATION MATERIALS AND SITE

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ADAPTATION ITEMS WHICH INCLUDE (BUT ARE NOT LIMITED TO):

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A. CONCRETE AND REINFORCEMENT REQUIRED FOR THE FOUNDATION.

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B. ELECTRICAL SERVICE FROM LOCAL UTILITY TO SITE, INCLUDING STUB-

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UP AND WIRING TO THE LOCATION SHOWN ON SHEET S1. SPECIFIC POWER

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REQUIREMENTS ARE DETAILED ON SHEET C1 ALONG WITH A TYPICAL

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LAYOUT.

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TELEPHONE AND/OR OTHER COMMUNICATION SERVICE FROM LOCAL

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UTILITY TO SITE WHEN REQUESTED BY THE USER. THIS INCLUDES A

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CONDUIT STUB-UP, ALL WIRING AND OTHER RELATED EQUIPMENT. THE

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CONDUIT STUB-UP LOCATION IN THE CONTROL ROOM IS SHOWN ON

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SHEET S1. SEE ALSO SHEET C1 FOR A TYPICAL SERVICE LAYOUT.

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THE CONDUIT STUB-UP IS ALWAYS TO BE PROVIDED REGARDLESS OF

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WHETHER OR NOT COMMUNICATION SERVICE IS REQUESTED.

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POTABLE WATER SERVICE FROM LOCAL UTILITY TO SITE, INCLUDING

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STUB-UPS TO FOUR LOCATIONS IN THE PAD. SUGGESTED LOCATIONS

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ARE SHOWN ON SHEET S1. SERVICE REQUIREMENTS ARE GIVEN ON

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SHEETS C1 AND C2.

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INDUSTRIAL WASTE WATER SYSTEM INCLUDING A FUEL/OIL SEPARATOR

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FROM SITE TO A DESIGNATED DISPOSAL AREA. THIS SYSTEM INCLUDES

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SIX FLOOR DRAINS IN THE PAD AREA AND A FLOOR DRAIN IN THE

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FUEL TRAILER PIT. FLOOR DRAINS MUST BE CAPABLE OF PREVENTING

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BACKFLOW DUE TO CELL DEPRESSION (FOUR-INCH HEAD WATER

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PRESSURE DROP) WITHIN THE HOUSE HUSH ENCLOSURE. A TYPICAL

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WASTE WATER DRAINAGE LAYOUT IS PROVIDED ON SHEET C1. DETAILED

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LOCATIONS OF FLOOR DRAINS ARE GIVEN ON SHEET S1.

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CONDUITS FOR HEATING ELEMENTS IF REQUIRED TO PREVENT ICE

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BUILD-UP IN RECESS FOR MAIN DOOR RAIL AND DRAIN. STUB-UP

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LOCATIONS ARE SHOWN ON SHEET C1.

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GROUNDING SYSTEM WHICH INCLUDES STATIC GROUNDING POINTS AT

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LOCATIONS SPECIFIED ON SHEET S1. AN OVERALL STATIC GROUND

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LAYOUT IS PROVIDED ON SHEET C1.

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LIGHTNING PROTECTION SYSTEMS AND ASSOCIATED ACCESSORIES.

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REQUIREMENT FOR SUCH A PROTECTION SYSTEM SHALL BE DETERMINED

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AND SPECIFIED BY THE USER ACTIVITY.

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ALL EMBEDMENT ITEMS CALLED OUT IN THE FOUNDATION INTERFACE

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DRAWING.

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GENERAL NOTES

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THE FRONT DOOR RAIL IS PROVIDED AND INSTALLED BY OTHERS (EQUIPMENT

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ERECTION CONTRACTOR). THIS INCLUDES PLACEMENT AND GROUTING.

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ALL CONCRETE WORK, AND REBAR FABRICATION AND PLACING SHALL BE IN

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ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE BUILDING CODE

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REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-83) AND RECOMMENDED

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PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE

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(ACI 304-73). LOCAL BUILDING CODES SHOULD BE CONSIDERED FOR SITES

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OUTSIDE THE UNITED STATES WHEN DEEMED NECESSARY.

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ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) AND HAVE A MINIMUM

AutoCAD SHX Text 28 DAY COMPRESSIVE STRENGTH (f ') OF 4,000 PSI.

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BUILDING FLOOR SLAB SHOULD HAVE A STEEL TROWEL FINISH. THIS

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SHOULD BE DONE IMMEDIATELY FOLLOWING FLOATING TO PRODUCE A SMOOTH,

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DENSE SURFACE FREE FROM BLEMISHES INCLUDING TROWEL MARKS.

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EXTERIOR CONCRETE SHOULD BE SLIGHTLY ROUGHENED BY BROOMING WITH A

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FIBER BRISTLE BROOM IMMEDIATELY AFTER STEEL TROWEL FINISHING.

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IT IS IMPORTANT THAT THE EXACT LOCATION OF ALL EMBEDMENT ITEMS IN

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CONCRETE BE VERIFIED PRIOR TO CONCRETE PLACEMENT.

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UNLESS OTHERWISE NOTED, TOLERANCES ON DIMENSIONS ARE +1/2 INCH

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AND +.04 FEET ON ELEVATIONS. CONCRETE IS TO BE CLASS BX WHICH

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REQUIRES THAT DEPRESSIONS IN FLOORS BETWEEN HIGH SPOTS SHALL NOT

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BE GREATER THAN 5/16 INCH BELOW A 10 FOOT LONG STRAIGHTEDGE.

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SECTIONS

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SECTIONS

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DETAILS

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DETAILS

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FOUNDATION PLAN

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FOUNDATION DESIGN LOADS

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EQUIPMENT LAYOUT

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CIVIL/UTILITIES DETAILS

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CIVIL/UTILITIES PLAN

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GENERAL NOTES AND INDEX

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DRAWING INDEX

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SHEET NO.

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HUSH HOUSE FOUNDATION INTERFACE REQUIREMENTS

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HUSH HOUSE FOUNDATION EMBEDMENT DETAILS

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HUSH HOUSE FOUNDATION INSPECTION PLAN

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HUSH HOUSE FOUNDATION - SHALLOW FROST REGIONS

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HUSH HOUSE FOUNDATION - DEEP FROST REGIONS

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HUSH HOUSE FOUNDATION INSPECTION FIELD NOTES

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DRAWING NO.

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DRAWING TITLE

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AutoCAD SHX Text 8443132

AutoCAD SHX Text 8443131

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AutoCAD SHX Text 8443129

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THE FOLLOWING DRAWINGS FORM THE COMPLETE DRAWING

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PACKAGE REQUIRED TO DEVELOP AN ACCEPTABLE HUSH

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HOUSE FOUNDATION.

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SHEET REVISION STATUS

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HUSH HOUSE

FOUNDATION INTERFACE REQUIREMENTS

ENGINEERING DRAWING LAYOUT E

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CODE IDENT NO.

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CURRENT

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APPLICATION

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USED ON

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NEXT ASSEMBLY

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AIR FORCE RELEASE

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AIR FORCE AUTHENTICATION

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SHEET

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SCALE

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DRAWING NO.

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AIR FORCE CODE IDENT NO.

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SIZE

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FIND NO.

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ZONE

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UNIT WT

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MATERIAL/SPECIFICATION

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CODE IDENT

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IDENTIFYING NO.

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NOMENCLATURE

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SYM

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PARTS LIST

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QUANTITY REQUIRED PER DASH NO.

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ANGLES

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DECIMALS

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FRACTIONS

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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UNLESS OTHERWISE SPECIFIED

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ENG

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CHK

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TITLE

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U.S. AIR FORCE

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CIVIL/UTILITIES PLAN

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REVISIONS

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LTR

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DESCRIPTION

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DATE

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APPROVED

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SEE ECO #

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RELOCATE DOOR RAIL TRACK HEATER

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SHEETS C1 AND C2 PROVIDE INFORMATION ON MINIMUM SITE REQUIREMENTS

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FOR PROPER HUSH HOUSE OPERATION. ACTUAL LOCATIONS OF UTILITY

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SERVICE MAINS, TAXIWAYS, ETC. WILL VARY AT EACH SITE. DETAILED DESIGN

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MUST CONSIDER LOCAL CONDITIONS. THE HUSH HOUSE USING ACTIVITY

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SHOULD BE CONSULTED PRIOR TO FINAL UTILITY/CIVIL DESIGN.

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EXACT LOCATIONS FOR WATER, ELECTRICAL AND COMMUNICATION STUB-UPS,

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GROUNDING POINTS AND FLOOR DRAINS ARE GIVEN IN THE FOUNDATION PLAN

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(SHEETS S1 THROUGH S3).

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SUGGESTED LOCATION FOR PAD MOUNTED TRANSFORMER. WHEN CHOOSING A

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SPECIFIC LOCATION ONE SHOULD CONSIDER THE FOLLOWING CRITERIA:

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ACCESS TO EXISTING BASE PRIMARY POWER CAN BE ACCOMPLISHED

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WITH MINIMAL DISTURBANCE OF EXISTING ROADS, TAXIWAYS AND OTHER

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FACILITIES.

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CONDUIT TO CARRY SECONDARY VOLTAGE POWER INTO CONTROL ROOM

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AND TO OTHER POINTS OUTSIDE THE FOUNDATION (E.G. LIFT STATIONS

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[WHEN REQUIRED]) CAN BE LOCATED WITH MINIMAL INTERFERENCE WITH

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FOUNDATION.

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TRANSFORMER MUST BE SUITABLE TO CONVERT EXISTING BASE PRIMARY

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VOLTAGE TO 208Y/120V, 3 PHASE, 60 HZ, 600 AMPS. THE ABILITY TO

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OBTAIN 2-1/2% AND 5% BOOSTS ABOVE THE SECONDARY VOLTAGE MUST

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BE PROVIDED. TOTAL CONNECTED LOAD IS 120 KVA. STARTING CONDITIONS

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OF 230 KVA LAST 30 SECONDS.

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ELECTRICAL STUB-UPS. PROVIDE TWO 3-INCH DIAMETER CONDUITS EXTENDING

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3'6" ABOVE FLOOR SLAB. A THREADED JOINT IN THE CONDUIT AT ABOUT 1'0"

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ABOVE THE FLOOR SLAB IS DESIRABLE. IF OTHER THAN A RIGID CONDUIT IS

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USED, A PROPER GROUNDING CONDUCTOR MUST BE PROVIDED. FOUR INSULATED

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350 MCM COPPER CONDUCTORS ARE TO BE PULLED THROUGH EACH CONDUIT.

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PROVIDE 10'0" SLACK CONDUCTOR BEYOND THE END OF CONDUIT. PROPER

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PROTECTION FROM DAMAGE SHOULD BE PROVIDED FOR THE SLACK CONDUCTORS.

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TELEPHONE/COMMUNICATION STUB-UP.

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AN INDUSTRIAL WASTE DRAINAGE SYSTEM IS REQUIRED SINCE TEST BAY

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FLOORS ARE WASHED DOWN PRIOR TO AIRCRAFT/ENGINE TESTING. DRAINAGE

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FROM THE TEST BAY AND THE FUEL TRAILER PIT MUST BE DIRECTED TO A

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FUEL/OIL SEPARATOR. THE PERFORATED PVC DRAIN TILE (SEE NOTE

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20) WITHIN THE GRANULAR FILL BELOW THE AUGMENTOR SHOULD FEED INTO

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THE DISPOSAL SYSTEM BEYOND THE SEPARATOR. THE WASTE WATER SYSTEM

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MUST SERVICE THE SIX MAIN BAY FLOOR DRAINS SHOWN IN THE PLAN AND THE

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DRAIN IN THE FUEL PIT. DRAINS MUST BE CAPABLE OF PREVENTING BACKFLOW

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DUE TO CELL DEPRESSION (4-INCH HEAD WATER PRESSURE DROP) WITHIN THE

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ENCLOSED SUPERSTRUCTURE.

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FUEL/OIL SEPARATOR. THE SEPARATOR NEED NOT BE DESIGNED TO

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ACCOMMODATE A DUMP OF FULL FUEL TRAILER CONTENTS. SEE NOTES

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9 AND 10.

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FUEL TRAILER PIT. THE PIT IS DESIGNED TO RETAIN GREATER THAN 2500

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GALLONS OF FUEL. SEE NOTE 10. CLEAR INGRESS AND EGRESS MUST BE

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AVAILABLE FOR FUEL LOADING VEHICLES. FUEL PIT DETAILS ARE GIVEN ON

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SHEETS S-3 AND S-4.

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A VALVE IS TO BE PROVIDED TO PREVENT A LARGE FUEL DUMP IN THE FUEL

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PIT FROM ENTERING THE FUEL/OIL SEPARATOR. THE VALVE SHOULD BE LEFT

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CLOSED AND PERIODICALLY OPENED MANUALLY TO DRAIN THE FUEL PIT.

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A POTABLE WATER SUPPLY SYSTEM IS REQUIRED. FOUR STUB-UPS INTO THE

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MAIN BAY ARE REQUIRED AS INDICATED ON THE PLAN. A TYPICAL LAYOUT IS

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GIVEN. FOR REGIONS IN WHICH FROST DAMAGE IS A CONSIDERATION A NON-

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FREEZE POST HYDRANT SHOULD BE SPECIFIED AS DETAILED ON SHEET C2. A

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SUGGESTED OPTIONAL SUPPLY SYSTEM IS PROVIDED ON SHEET C2 FOR REGIONS

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IN WHICH PREVENTION AGAINST FROST DAMAGE IS NOT REQUIRED.

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A MINIMUM OF SEVEN STATIC GROUNDING POINTS WITH COMMON BOND ARE

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REQUIRED AS INDICATED (2 IN THE ISOLATION PAD, 1 IN THE CONTROL ROOM,

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1 IN THE EQUIPMENT ROOM, 2 IN THE FRONT DOOR FRAME PAD, AND 1 NEAR

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THE FUEL TRAILER PIT. SEE SHEET C2 FOR A TYPICAL STATIC GROUND

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RECEPTACLE DETAIL.

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SUGGESTED LOCATION OF PARKING AREA.

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TYPICAL AIRFIELD PAVEMENT APRON.

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ACCESS TO FUEL TRAILER PIT AREA.

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SOME USERS MAY REQUEST A LATRINE, WASHROOM, ETC. A SUGGESTED

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LOCATION IS GIVEN.

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AT SITES WHERE THERE IS A POSSIBILITY OF ICE BUILD-UP IN THE MAIN

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DOOR RAIL RECESS, PROVISIONS MUST BE MADE FOR FUTURE INSTALLATION

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OF A DOOR RAIL TRACK HEAT CABLE BY THE SUPERSTRUCTURE ERECTION

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CONTRACTOR. 3/4" DIA. CONDUITS SHOULD STUB-UP IN THE CONTROL ROOM

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AS INDICATED WITH EACH CONDUIT RUNNING BELOW THE FOUNDATION TO THE

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END OF THE DOOR RAIL RECESS DRAINS. HERE THE CONDUIT SHOULD STUB-UP

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IN A POST MOUNTED JUNCTION BOX. SEE VIEW A ON SHEET C2.

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CONDUIT STUB-UP FOR DOOR RAIL TRACK HEAT CABLE (SEE NOTE 17).

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THERE ARE FOUR RAINWATER DOWN SPOUTS ON THE HUSH HOUSE SUPER-

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STRUCTURE. THESE ARE LOCATED AS SHOWN AT GRID LINES 'A' AND 'G' ON

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EITHER SIDE OF THE MAIN PAD.

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PERFORATED PVC DRAIN TILE WITHIN THE GRANULAR FILL UNDER THE

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AUGMENTOR TUBE AND IN THE DEFLECTOR AREA.

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ACCESS FOR THE SUPERSTRUCTURE ERECTION CONTRACTOR IS TO BE 50'

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CLEAR ON EACH SIDE OF THE BUILDING AND ON ONE SIDE OF THE AUGMENTER

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TUBE. EQUIPMENT TO SUPPORT IS A 36-TON CRANE AND MATERIALS LAYOUT.

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SGR

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DRAIN IN FUEL PAD

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T.O.D. EL. 97.95'

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DRAIN IN STORAGE ROOM

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T.O.D. EL. 99.75'

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DRAIN IN EQUIPMENT ROOM

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T.O.D. EL. 99.75'

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SGR

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SGR

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FCO

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DRAIN IN STORAGE ROOM

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T.O.D. EL. 99.75'

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FCO

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SGR

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VENT

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GCO

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SEE DETAIL

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FCO

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FCO

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FCO

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DRAINS IN

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EMB #12

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DRAIN IN TRENCH

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T.O.D. EL. 98.45'

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DRAIN IN TRENCH

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T.O.D. EL. 98.06'

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PIT T.O.D. EL. 96.80'

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DRAIN IN ELEVATOR

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FCO

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SGR

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SEE DETAIL

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MAIN SERVICE

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SGR

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INDUSTRIAL WASTE LINE

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FLOOR CLEAN-OUT

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STATIC GROUND RECEPTACLE

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WATER LINE

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ELECTRICAL SERVICE LINE

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CONDUIT

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TELEPHONE COMMUNICATION

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TOP OF DRAIN

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SERVICE CONNECTION

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FLOOR DRAIN

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DOWN SPOUT

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ELECTRICAL STUB-UP

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VALVE

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GROUND CLEAN-OUT

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DESCRIPTION

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KEY

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NOTES

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STUB-UPS IN CONTROL ROOM.

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AND (2) TWO FLOOR CLEAN OUTS

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ADDED (3) THREE FLOOR DRAINS

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G:\T10\128S02.DWG

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SC: 1=20

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SGR

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NONE

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CIVIL/UTILITIES DETAILS

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U.S. AIR FORCE

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TITLE

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SIZE

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AIR FORCE CODE IDENT NO.

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DRAWING NO.

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SCALE

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SHEET

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CHK

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ENG

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AIR FORCE AUTHENTICATION

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AIR FORCE RELEASE

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UNLESS OTHERWISE SPECIFIED

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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FRACTIONS

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DECIMALS

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ANGLES

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.XX

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NEXT ASSEMBLY

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USED ON

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APPLICATION

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CURRENT

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CODE IDENT NO.

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QUANTITY REQUIRED PER DASH NO.

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PARTS LIST

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SYM

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NOMENCLATURE

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IDENTIFYING NO.

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CODE IDENT

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MATERIAL/SPECIFICATION

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UNIT WT

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ZONE

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FIND NO.

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ENGINEERING DRAWING LAYOUT E

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AutoCAD SHX Text OF OHMS, %%uWAS%%u 3 OHMS

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AutoCAD SHX Text 10/25/82

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REVISIONS

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APPROVED

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DATE

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DESCRIPTION

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LTR

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G:\T10\128S03.DWG

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SERVICE LINE SIZE SHOULD BE BASED ON PROVIDING ADEQUATE FLOW AND

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PRESSURE FOR TEST BAY WASHDOWN WITH TWO HOSE BIBS OPEN AT A TIME.

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CURB STOP SHOULD BE BURIED BELOW THE EXPECTED FROST DEPTH.

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HYDRANT SHALL BE AN EXPOSED POST HYDRANT; NON-FREEZE TYPE WITH A

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BRONZE CASING AND CAST ALUMINUM CASING GUARD, ALL BRONZE INTERIOR

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PARTS AND NON-TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION

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CLOSURE VALVE. HYDRANT SHALL BE EQUIPPED WITH OPERATING KEY. HYDRANT

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SHALL BE EQUIPPED WITH A TAPPED DRAIN PORT IN VALVE HOUSING. HYDRANT

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TO HAVE A REMOVABLE FROST FREE VACUUM BREAKER. HYDRANT TO BE

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SIMILAR TO A ZURN #2-1390 (1-1/2" DIA.). JOINTS BELOW SLAB SHOULD BE

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KEPT TO A MINIMUM.

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1-1/2" DIA. AMERICAN NATIONAL STRAIGHT THREAD HOSE CONNECTION.

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PROVIDE BURIAL DEPTH OF THE DRAIN PORT GREATER THAN MAXIMUM EXPECTED

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FROST DEPTH.

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JET FUEL RESISTANT SEAL AROUND SLAB PENETRATION. JFR SEALANT SHOULD

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CONFORM TO FEDERAL SPECIFICATION SS-S-1614.

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AN OPTIONAL TYPICAL WATER SUPPLY SCHEMATIC IS PROVIDED. THIS IS TO BE

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USED ONLY FOR SITES WHERE FROZEN PIPES WILL BE OF NO CONCERN. ALL

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PIPING UNDER CONCRETE SLAB SHALL BE ONE CONTINUOUS PIECE OF PIPE (NO

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JOINTS BELOW SLAB). TYPE 'K' SOFT. SPECIAL CONSIDERATION MUST BE GIVEN

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TO BENDING 1-1/2" DIA. AND 2" DIA. COPPER PIPE.

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TYPICAL STATIC GROUND RECEPTACLE DETAIL. THE MAIN GROUND ELECTRODE

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SYSTEM RESISTANCE TO GROUND SHOULD BE NO GREATER THAN 25 OHMS

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UNLESS OTHERWISE STATED BY THE CONTRACTING OFFICER. THE TEST VALUE

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CAN BE DETERMINED BY PASSING A MINIMUM OF TEN AMPERES D.C. CURRENT

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BETWEEN GROUND REFERENCE SYSTEM AND THE GROUND POINT TO BE TESTED.

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VOLTAGE DROP MEASURED SHALL BE USED TO CALCULATE RESISTANCE.

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NOTES

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REVISED NOTE #8; CHANGED VALUE

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SEE ECO #

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PROVIDE CHAIN CONNECTED

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TO LID & TO RECEPTACLE

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HOUSING

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#4 BARE COPPER TO

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ADDITIONAL GROUND

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RECEPTACLE

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3/4" DIA. COPPER

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GROUND ROD

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EXO-THERMIC WELD

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(MOLDS AS REQUIRED

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BY TYPE OF CONNECTION)

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3/4" BALL (INTEGRAL

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PART OF CASTING)

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GROUNDING RECEPTACLE SHALL BE

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A COPPER ALLOY CASTING INTENDED

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FOR USE IN STATIC GROUNDING SYSTEMS

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OF REFUELING AREAS.

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FINISHED CONC. PAD

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STATIC GROUND RECEPTACLE DETAIL

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FINISHED FLOOR

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1-1/2" CU

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2" CU

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2" CU

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1-1/2" CU

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OPTIONAL WATER SUPPLY SCHEMATIC

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UNION

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1-1/2" HOSE BIBB

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TEE

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CAPPED AIR COLUMN

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GATE VALVE

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JFR-SEAL

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NON-FREEZE POST HYDRANT DETAIL

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3 CU. YDS. CRUSHED

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STONE AROUND

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DRAIN PORT

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1-1/2" DIA. MALE NPT

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COMPRESSION FITTING

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ADAPTER

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2" DIA. TYPE

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'K' COPPER

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DRAIN PORT

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NOTE: DO NOT BLOCK

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DRAIN PORT

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BRASS NIPPLE

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BRASS ROD

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UNDISTURBED SOIL

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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CURB STOP-2" DIA. PLUG

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TYPE W/COMPRESSION

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CONNECTIONS

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CURB BOX

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CORPORATION STOP

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2" DIA. TYPE 'K'

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COPPER

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SERVICE SADDLE

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UNDISTURBED EARTH

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SERVICE LINE

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PROVIDE CONC.

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THRUST BLOCK

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CONC. PAD ON

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COMPACTED BASE

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NOT TO SCALE

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TYPICAL SERVICE CONNECTION DETAIL

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DOOR RAIL TRACK HEATER CONDUIT

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NOT TO SCALE

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POST MOUNTED JUNCTION BOX FOR

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POST

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POST MOUNTED

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NEMA TYPE-4

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JUNCTION BOX

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FINISHED GRADE

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CONDUIT RUN TO

CONTROL ROOM

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SC: 1=48

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EQUIPMENT LOCATION

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U.S. AIR FORCE

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TITLE

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SIZE

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DRAWING NO.

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SHEET

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CHK

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ENG

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AIR FORCE AUTHENTICATION

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AIR FORCE RELEASE

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UNLESS OTHERWISE SPECIFIED

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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FRACTIONS

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PARTS LIST

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CODE IDENT

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UNIT WT

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FIND NO.

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RELOCATE DOOR RAIL TRACK HEATER

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CONVERTED TWO BAY AREAS INTO

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REVISIONS

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STUB-UPS IN CONTROL ROOM.

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STORAGE ROOMS.

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ON GRID LINE E

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SEE ECO #

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ISOLATION

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PAD

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STORAGE

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ROOM

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INCORPORATED ECO #

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ROOM

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CONTROL

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FRONT

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MAIN

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FLOOR

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FUEL

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PAD

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EQUIPMENT

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ROOM

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ROOM

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STORAGE

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AIRCRAFT NOSE WHEEL ELEVATOR

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COMMUNICATIONS TRENCH

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AIRCRAFT WHEEL

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RAMP ASSEMBLY

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AIRCRAFT WHEEL RAMP

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ASSEMBLY ALTERNATE

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POSITION

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CONTROL CAB

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ELEVATOR

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HYDRAULIC

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POWER UNIT

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INTAKE BAY BAFFLES

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DOOR RAIL

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ENGINE THRUST

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FRAME ADAPTER

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ENGINE THRUST

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FRAME ADAPTER

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IN TEST POSITION

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SYSTEM BOTTLES

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FIRE SUPPRESSION

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WINCH

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G:\T10\128S04.DWG

INTAKE BAY BAFFLES

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FOUNDATION DESIGN LOADS

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TITLE

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CHK

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ENG

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UNLESS OTHERWISE SPECIFIED

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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ANGLES

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.XX

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QUANTITY REQUIRED PER DASH NO.

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NOMENCLATURE

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LOCATION

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LOAD (K)

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DEAD

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SNOW

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DEPRESSION

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WIND

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SEISMIC

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ROLLING

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CELL

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TRAILER RESTR.

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AIRCRAFT/TEST

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CONCENTRATED LOADS TO FOUNDATION (KIPS)

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HOR. 'X'

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HOR. 'Y'

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VERT.

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HOR. 'Y'

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VERT.

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HOR. 'X'

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HOR. 'Y'

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VERT.

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HOR. 'X'

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HOR. 'Y'

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VERT.

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HOR. 'X'

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HOR. 'Y'

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VERT.

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HOR. 'X'

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HOR. 'Y'

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VERT.

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VERTICAL

AutoCAD SHX Text -3.5

AutoCAD SHX Text -6.0

AutoCAD SHX Text -12.1

AutoCAD SHX Text -17.1

AutoCAD SHX Text 1.0

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.9

AutoCAD SHX Text 1.0

AutoCAD SHX Text -6.0

AutoCAD SHX Text -12.1

AutoCAD SHX Text -17.1

AutoCAD SHX Text -10.0

AutoCAD SHX Text -5.0

AutoCAD SHX Text -1.0

AutoCAD SHX Text 0.3

AutoCAD SHX Text -14.6

AutoCAD SHX Text -10.3

AutoCAD SHX Text -5.2

AutoCAD SHX Text 5.2

AutoCAD SHX Text 10.3

AutoCAD SHX Text 14.6

AutoCAD SHX Text -27.5

AutoCAD SHX Text -19.4

AutoCAD SHX Text -9.7

AutoCAD SHX Text 27.5

AutoCAD SHX Text 19.4

AutoCAD SHX Text 9.7

AutoCAD SHX Text 2.5

AutoCAD SHX Text 6.9

AutoCAD SHX Text 4.9

AutoCAD SHX Text 2.5

AutoCAD SHX Text -30.0

AutoCAD SHX Text -21.2

AutoCAD SHX Text -10.6

AutoCAD SHX Text -30.0

AutoCAD SHX Text -21.2

AutoCAD SHX Text -10.6

AutoCAD SHX Text -6.0

AutoCAD SHX Text -1.0

AutoCAD SHX Text -3.8

AutoCAD SHX Text -16.2

AutoCAD SHX Text 6.5

AutoCAD SHX Text 13.0

AutoCAD SHX Text 18.3

AutoCAD SHX Text -6.5

AutoCAD SHX Text -13.0

AutoCAD SHX Text -18.3

AutoCAD SHX Text -17.6

AutoCAD SHX Text -12.4

AutoCAD SHX Text -6.2

AutoCAD SHX Text 2.5

AutoCAD SHX Text 7.1

AutoCAD SHX Text 5.0

AutoCAD SHX Text 2.5

AutoCAD SHX Text -17.6

AutoCAD SHX Text -12.4

AutoCAD SHX Text -6.2

AutoCAD SHX Text -26.7

AutoCAD SHX Text 26.7

AutoCAD SHX Text 10.5

AutoCAD SHX Text

AutoCAD SHX Text 6.0

AutoCAD SHX Text 2.0

AutoCAD SHX Text 12.0

AutoCAD SHX Text 6.3

AutoCAD SHX Text 12.5

AutoCAD SHX Text 17.7

AutoCAD SHX Text 1.9

AutoCAD SHX Text 3.8

AutoCAD SHX Text 12.0

AutoCAD SHX Text 8.8

AutoCAD SHX Text 4.4

AutoCAD SHX Text -4.3

AutoCAD SHX Text -12.2

AutoCAD SHX Text -8.6

AutoCAD SHX Text 14.8

AutoCAD SHX Text 12.0

AutoCAD SHX Text 8.8

AutoCAD SHX Text 4.4

AutoCAD SHX Text 48.0

AutoCAD SHX Text

AutoCAD SHX Text 2.8

AutoCAD SHX Text 14.3

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 2.0

AutoCAD SHX Text 2.9

AutoCAD SHX Text 22.4

AutoCAD SHX Text 15.2

AutoCAD SHX Text 1.6

AutoCAD SHX Text 2.3

AutoCAD SHX Text 1.0

AutoCAD SHX Text -2.2

AutoCAD SHX Text 3.0

AutoCAD SHX Text 30.0

AutoCAD SHX Text 60.0

AutoCAD SHX Text 45.0

AutoCAD SHX Text 10.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 3.3

AutoCAD SHX Text 3.9

AutoCAD SHX Text 4.2

AutoCAD SHX Text -8.0

AutoCAD SHX Text 8.0

AutoCAD SHX Text -10.0

AutoCAD SHX Text 2.6

AutoCAD SHX Text 30.0

AutoCAD SHX Text -7.0

AutoCAD SHX Text

AutoCAD SHX Text 2.9

AutoCAD SHX Text 2.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.3

AutoCAD SHX Text 2.5

AutoCAD SHX Text -17.7

AutoCAD SHX Text -12.5

AutoCAD SHX Text -6.3

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NONE

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text K

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AutoCAD SHX Text J

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AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text H

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AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 14'-4"

AutoCAD SHX Text 66'-0"

AutoCAD SHX Text 65'-8"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 14'-4"

AutoCAD SHX Text

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 30'-5"

AutoCAD SHX Text 27'-0"

AutoCAD SHX Text 26'-0"

AutoCAD SHX Text 22'-7"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 12'-2"

AutoCAD SHX Text 16'-1"

AutoCAD SHX Text 19'-10"

AutoCAD SHX Text 20'-8"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text 3'-5"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text X

AutoCAD SHX Text Y

AutoCAD SHX Text Z

AutoCAD SHX Text

AutoCAD SHX Text Z

AutoCAD SHX Text U

AutoCAD SHX Text V

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text Q

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text 7'-1"

AutoCAD SHX Text

8 SPACES @ 7'-11"=63'-4"

AutoCAD SHX Text

AutoCAD SHX Text 12'-11

AutoCAD SHX Text 10'-5"

AutoCAD SHX Text

AutoCAD SHX Text 2'-4

AutoCAD SHX Text T

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

REFERENCE DIRECTIONS

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FOR HORIZONTAL LOADS.

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VERTICAL LOADS ARE

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POSITIVE UPWARDS AND

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NEGATIVE DOWNWARDS

AutoCAD SHX Text +Y

AutoCAD SHX Text +X

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ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FOR REFERENCE

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UNLESS OTHERWISE NOTED, THE CONCENTRATED LOADS "T" THROUGH

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"AA" MAY BE CONSIDERED TO ACT NON-CONCURRENT.

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THE FOUNDATION SHOULD BE DESIGNED TO LIMIT DIFFERENTIAL

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SETTLEMENTS TO 0.002 L, WHERE L=DISTANCE BETWEEN POINTS OF

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RELATIVE SETTLEMENT.

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IT CAN BE ASSUMED THAT THERE ARE NO CONCENTRATED

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MOMENTS TRANSFERRED AT A SINGLE LOAD POINT.

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USE ONLY.

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LOAD CRITERIA FOR FOUNDATION LOAD CALCULATIONS PER ANSI

AutoCAD SHX Text A58.1 1982:

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SNOW;

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CELL DEPRESSION;

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WIND;

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SEISMIC;

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THE GREATER OF 30 PSF UNIFORM SNOW

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LOAD, HORIZONTAL PROJECTION, AND 30

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PSF UNBALANCED SNOW LOAD ASSOCIATED

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WITH TRANSVERSE WIND. AREA BOUNDED

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BY GRIDLINES 1 AND 4, A AND G.

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20 PSF CORRESPONDING TO 4" PRESSURE

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DROP, HORIZONTAL PROJECTION. AREA

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BOUNDED BY GRIDLINES 2 AND 3, A AND G.

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PRESSURE DEVELOPED BY 90 MPH WIND,

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HORIZONTAL AND VERTICAL PROJECTION.

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27.6 KIPS EQUIVALENT STATIC HORIZONTAL

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LOAD.

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LOAD APPLICATIONS:

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DEAD:

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SNOW:

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CELL DEPRESSION:

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TRANSVERSE

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WIND:

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LONGITUDINAL

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WIND:

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SEISMIC:

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AS INDICATED

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AS INDICATED

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AS INDICATED

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VERTICAL LOADS AT POINTS ALONG GRIDLINES

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1A AND 3A SHALL BE TAKEN AS OPPOSITE

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SIGN TO POINTS ALONG GRIDLINES 2A AND 4A.

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LOADS IN X DIRECTION SHALL BE TAKEN AS

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SAME SIGN FOR THE WORST CASE.

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VERTICAL LOADS AT POINTS ALONG GRIDLINES

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A AND H SHALL BE OPPOSITE SIGN TO POINTS

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ALONG GRIDLINES B AND J. HORIZONTAL X

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LOADS SHALL BE TAKEN AS WORST CASE.

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ALL LOADS SHALL BE TAKEN AS WORSE CASE.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 4.

AutoCAD SHX Text 5.

AutoCAD SHX Text 6.

AutoCAD SHX Text

G:\T10\128S05.DWG

AutoCAD SHX Text 0'

AutoCAD SHX Text

SC: 1=48

AutoCAD SHX Text S1

AutoCAD SHX Text

AutoCAD SHX Text 1=48

AutoCAD SHX Text 8443128

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text F41608-83-C-1331

AutoCAD SHX Text 98750

AutoCAD SHX Text E

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U.S. AIR FORCE

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TITLE

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SIZE

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AIR FORCE CODE IDENT NO.

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DRAWING NO.

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SCALE

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SHEET

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CHK

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ENG

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AIR FORCE AUTHENTICATION

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AIR FORCE RELEASE

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UNLESS OTHERWISE SPECIFIED

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DIMENSIONS ARE IN INCHES-TOLERANCE ON:

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FRACTIONS

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DECIMALS

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ANGLES

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.XXX

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.XX

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NEXT ASSEMBLY

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USED ON

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APPLICATION

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CURRENT

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CODE IDENT NO.

AutoCAD SHX Text 12'

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QUANTITY REQUIRED PER DASH NO.

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PARTS LIST

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SYM

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NOMENCLATURE

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IDENTIFYING NO.

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CODE IDENT

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MATERIAL/SPECIFICATION

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UNIT WT

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ZONE

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FIND NO.

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ENGINEERING DRAWING LAYOUT E

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

A) RELOCATE DOOR RAIL TRACK

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CHANGE DIMENSION (GRID LINE G…

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File details come from the government source that posted it. Updated Apr 11, 2024.