Drawings Bldg-91021.pdf

PDF 624 KB Posted Apr 24, 2025

Attached to: DEMO BUILDING 91021 Federal contract opportunity
Solicitation number: FA441725XXXXX
Issued by: Department of the Air Force Special Operations Command

About this file

Written by GovTribe AI · Apr 24, 2025

These architectural drawings detail a P.O.V. (Privately Owned Vehicle) Car Wash facility for the Air Force Special Operations Command at Hurlburt Field, Florida. The documents include multiple technical drawings (C2, A1, E1) that comprehensively outline the site utility plan, building sections, elevations, foundation plan, and electrical/fire alarm systems for the car wash facility. The drawings specify precise architectural and engineering specifications, including reinforced masonry notes, graphic scales, site layouts, building sections from multiple elevation perspectives, and detailed electrical and fire alarm system configurations. The car wash appears to be a multi-bay structure with specific design considerations for utility connections, structural elements, and safety systems.

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File	Type	Posted
PWS - CP1142169 Demo Facility 91021 (19 Feb 25).pdf	PDF	Apr 24, 2025
Lab Report 91021.pdf	PDF	Apr 24, 2025

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LEGEND

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10" WATER LINE

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14" SEWER LINE

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4" GAS LINE

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OF 12

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DESCRIPTION

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DATE

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REV #

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APPROVED

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APPROVED

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CHIEF ENGINEER

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CIVIL ENGINEER

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DATE:

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DRAWN BY:

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DRAWING NO.:

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12 DEC 97

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FTEV 95-5003

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SHEET REF.:

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PROJECT NO.:

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SHEET NO.:

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STANDARD D LAYOUT (24" X 36")

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16 CES/CECC OFFICE FORM 001 (JAN 96)

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MARY ESTHER 18" FORCE MAIN

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POV CARWASH

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ELEV. 34.0

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JACK AND BORE

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UNDER EXISTING ROAD

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OIL/WATER SEPARATOR

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INFLUENT SUMP

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EFFLUENT SUMP

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LIFT STATION

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2" FM

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SCALE: 1" = 20'

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SITE UTILITY PLAN

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EXISTING OVERHEAD POWER

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NEW TYPE 'K' COPPER WATER PIPING

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2" FORCE MAIN

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EXISTING 18" FORCE MAIN

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EXISTING 10" WATER MAIN

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EXISTING 14" SEWER FORCE MAIN

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EXISTING 4" GAS MAIN

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EXISTING

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GAS LINE

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SITE UTILITY PLAN

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P. RHODES

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B. SWEM

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4" GRAVITY LINE MIN. 12"

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BELOW BOTTOM OF SWALE

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AREA

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DELETED PAVE BASE

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ITEM NO. 1 IS

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IF ADDITIVE BID

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SCALE

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CHECK VALVE (TYP.)

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CONCRETE RIBBON CURB

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CONCRETE HEADER CURB

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1000 GALLON PREFABRICATED CONCRETE TANK, APPROXIMATELY

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SEAL AROUND PENETRATIONS THRU CONCRETE WALL.

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3/4" SCHEDULE 40 GALVANIZED STEEL GUIDE RAILS

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NON-SHRINK GROUT BED TO LEVEL DISCHARGE BASE.

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3" PVC VENT WITH BIRD SCREEN. SEE SHEET P1 FOR VENT LOCATION NEAR BUILDING

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SEE FLOOR PLAN FOR CONTROL PANEL AND ALARM LIGHT LOCATION.

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MINIMUM OF 6" OF COMPACTED STONE

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EFFLUENT PIPING. SEE PLANS FOR INVERTS AND PIPING CONTINUATION.

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STAINLESS STEEL ANCHORS AS RECOMMENDED BY PUMP MANUFACTURER.

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PROVIDE 24" DIAMETER MANWAY AND ACCESS HATCH WITH HOLD OPEN DEVICE.

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CENTRAL CONTROL PANEL. ALL FIELD WIRING AND CONNECTION BETWEEN

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PUMPS AND FLOAT SWITCHES AND CONTROL PANEL BY ELECTRICAL CONTRACTOR.

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HIGH WATER ALARM LEVEL SHALL BE 6" BELOW INVERT OF PVC INFLUENT

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PUMP ON SHALL BE AS INDICATED ON PLANS.

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PUMP OFF ELEVATION SHALL BE MIN 7" ABOVE THE BOTTOM OF THE BASIN.

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AutoCAD SHX Text %%uPLAN VIEW

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LIFT STATION

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SCALE: NONE

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FINISHED GRADE

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OR ASPHALT

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LADDER

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PIPING.

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GATE VALVE

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PUMP MOTOR

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CHECK VALVE

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FLOATS AND SWITCHES

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PVC INFLUENT PIPING

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NOTES:

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LIFT STAITION DETAIL ONLY

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8" CMU REINFORCED W/ (1) #6 VERTICAL & DOWEL TO

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SLOPE TO DRAIN

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FOOTING SPACED @ 24" O.C., UNLESS OTHERWISE NOTED.

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FILL CELL W/ CONCRETE AS SHOWN ON FOUNDATION PLAN.

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OF CMU-TYP.

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VENDING

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EQUIP.

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ROOM

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SPLIT FACE CMU-TYP.

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ROOF LINE ABOVE

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SCALE: 1/8" = 1'-0"

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CAR WASH FLOOR PLAN

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PIPE BOLLARD - TYP.

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CAR WASH FOUNDATION PLAN

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SCALE: 1/8" = 1'-0"

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PARTITION LEGEND

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1-#6 VERT. IN GROUT FILLED BLOCK CELL. EXTEND

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8" R.M. FROM FOOTING TO ROOF TIE BEAM.

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REINFORCED MASONRY NOTES

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#6 12" INTO TIE BEAM (DOWEL TO FOOTING).

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TO FOOTING).

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1-#6 VERT. IN GROUT FILLED BLOCK CELL (DOWEL

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8" R.M. FROM FOOTING TO LINTEL BEARING.

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NOTE "1"

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NOTE "1"

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NOTE "2"

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TOP OF EAVE GIRT

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MIN. CLEAR HEIGHT

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SLOPE TO DRAIN

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CAR WASH BUILDING SECTION

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SCALE: 1/4"=1'-0"

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SPLIT FACE CMU

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EXTENT OF CONCRETE SLAB

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CMU W/

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EPOXY PT.

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EPOXY PT.

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CMU W/

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EPOXY PT.

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CMU W/

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EPOXY PT.

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CMU W/

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SPLIT FACE CMU

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SPLIT FACE CMU

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DOWNSPOUT COLOR TO MATCH DEVOE # 2M 54E "TORTOISE SHELL"

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8" CMU W/ EPOXY PAINT COATING SYSTEM @

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INTERIOR OF EA. WASH BAY

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PIPE BOLLARD - SEE DET. A/A-3

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PRE-FINISHED ARCH. STANDING SEAM METAL ROOF (MED. BRONZE)

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8" CMU PARTITIONS

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CONC. FOOTING FOR CMU WALL BEYOND

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SCALE: 1/8"=1'-0"

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EAST ELEVATION

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CMU W/

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EPOXY PT.

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TYP.

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SEE PLAN FOR LOCATIONS

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PIPE BOLLARD - TYP.

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SEE DET. A/A-3

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SPLIT FACE CMU

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SPLIT FACE

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CMU - TYP.

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WEST ELEVATION

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SCALE: 1/8"=1'-0"

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PRE-FINISHED STANDING

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SPLIT FACE CMU

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TYP.

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EPOXY PT.

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CMU W/

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SPLIT FACE

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ENDS - TYP.

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SEAM METAL ROOF

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VENDING

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AREA

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PROVIDE TOOLED MORTAR JOINTS ON ALL SPLIT FACE BLOCK

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AND FLUSH JOINTS ON ALL OTHER CMU SCHEDULED TO BE

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FINISHED W/ EPOXY PAINT.

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SPLIT FACE CMU SHALL HAVE INTEGRAL COLOR. SEE SPEC. FOR COLOR.

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SPLIT FACE FINISH SHALL BE USED AT BOTH BUILDING ENDS AND AT

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THE NORTH & SOUTH FACE OF EACH WASH BAY AND THE EQUIPMENT

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ROOM/ VENDING AREA. USE STANDARD FINISH ON CMU AT ALL OTHER

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NORTH ELEVATION

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SCALE: 1/8"=1'-0"

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SOUTH ELEVATION

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SCALE: 1/8"=1'-0"

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SEAM METAL ROOF (MED. BRONZE)

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PRE-FINISHED STANDING

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4 LOCATIONS

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PIPE BOLLARD - TYP.

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SPLIT FACE CMU

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16" POURED CONC.

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TIE BEAM. STEP CMU

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BELOW TIE BEAM.

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PEAK OF TIE BEAM (EA. WALL)

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METAL ROOF FASCIA / SIDING

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COLOR TO MATCH ROOF COLOR.

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METAL ROOF FASCIA/ SIDING

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COLOR TO MATCH ROOF

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FIRE EXTINGUISHER CABINET

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OUTSIDE SPREAD FTG.

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AREAS TO RECEIVE EPOXY PAINT.

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COORDINATE SIZE OF MASONRY OPENING FOR TOKEN MACHINE

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AT VENDING AREA.

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COORDINATE LOCATIONS FOR ELECTRICAL RECEPTACLES WITH VENDING

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MACHINE LOCATIONS.

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PROVIDE SIDE TURNOUT ELBOW @ DOWNSPOUT ONTO SPLASH BLOCK

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(4 REQUIRED).

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PROVIDE INTERMEDIATE BOND BEAM REINFORCED

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BAYS 1,2,3&4 SHALL HAVE 6" CONC. SLAB W/

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W/ 2-#6 BARS CONTINUOUS

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LOW PROFILE RIDGE CAP

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PAINT TO MATCH DEVOE # 2M 54E "TORTOISE SHELL"

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ENDS - TYP.

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SPLIT FACE

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CABINET

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FIRE EXT.

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LOUVER W/

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ALUM. TRANSOM

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BIRD SCREEN

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SEE PLAN FOR LOCATIONS

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SEE DET. A/A-3

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PIPE BOLLARD - TYP.

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LOW PROFILE RIDGE CAP

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WALL LOUVER

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EACH SIDE

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NOTE:

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USE PLAIN CMU BELOW GRADE & FILL

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W/ CONC. START SPLIT FACE CMU

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AT GRADE-TYP.

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METAL ROOF

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OVER VENDING

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SEE B/A-1/A-2

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PLANS AND ELEVATIONS

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HICKS

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O'KEEFE

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DESCRIPTION

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DATE

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APPROVED

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APPROVED

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CHIEF ENGINEER

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CIVIL ENGINEER

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DATE:

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DRAWN BY:

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DRAWING NO.:

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12 DEC 97

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FTEV 95-5003

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SHEET REF.:

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PROJECT NO.:

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SHEET NO.:

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STANDARD D LAYOUT (24" X 36")

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16 CES/CECC OFFICE FORM 001 (JAN 96)

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AutoCAD SHX Text ITEM No. 1

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ADDITIVE BID

AutoCAD SHX Text (63'-4" ADDITIVE BID ITEM No. 1)

AutoCAD SHX Text ADDITIVE BID ITEM No. 1 SHALL BE AN ADDITIVE ALTERNATE TO PROVIDE

AutoCAD SHX Text ALL LABOR AND MATERIALS FOR BAY No. 4. UNDER THE BASE BID

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AutoCAD SHX Text BAY No. 4 WILL NOT BE INCLUDED ALTHOUGH SHOWN IN PLAN

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AND ELEVATION.

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OF CMU-TYP.

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ADDITIVE BID

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26.1 P.S.F. OR 110 MPH AT TOP OF WALL.

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LATERAL WIND DESIGN LOAD FOR CMU SHALL BE

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100'-0" (REF.)

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SLAB ELEV.

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EA. WASH BAY

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NOTE: USE PLAIN CMU BEHIND SIDING.

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NOTE: USE PLAIN CMU BEHIND SIDING.

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PAINT TO MATCH CMU

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INSTALL SIDING OVER HAT

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CHANNELS SPACED @ 2'-0" O.C.

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RETURN SIDING

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TO CMU TYP.

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NOTES:

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1. PAINT CMU AT BAYS, BOLLARDS, DOORS & FRAMES COLOR TO MATCH DEVOE # 2M 54E "TORTOISE SHELL"

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2. PAINT UNDERSIDE OF EXPOSED METAL ROOF AND FRAMING TO MATCH ROOFING.

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3. NO PAINT FINISH REQUIRED ON CMU IN EQUIPMENT ROOM 100.

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PRE-FINISHED STANDING

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SEAM METAL ROOF (MED. BRONZE)

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PRE-FINISHED GUTTER SYSTEM

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LOW PROFILE RIDGE CAP

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ADDITIVE BID

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ADDITIVE BID

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W/ CLEAR WATER

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REPELLANT

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W/ CLEAR WATER

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REPELLANT

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REPELLANT

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W/ CLEAR WATER

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W/ CLEAR WATER

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REPELLANT

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48" A.F.F. TO TOP

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PROVIDE MASONRY OPENING FOR

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MACHINE SHALL BE MTD. @ 54" TO TOP

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CONCRETE

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ASPHALT

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@ ENDS OF WALL

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(MED. BRONZE)

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(MED. BRONZE)

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112'-0" (REF.)

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TOP OF SPLIT

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FACE CMU /

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BOTTOM OF

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METAL PANEL

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GRAPHIC SCALES

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AutoCAD SHX Text 1/4"=1'-0"

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VERIFY

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THIRD POINTS EACH

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BAY TYP.

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DESCRIPTION

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DATE

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REV #

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APPROVED

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APPROVED

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CHIEF ENGINEER

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CIVIL ENGINEER

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DATE:

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DRAWN BY:

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DRAWING NO.:

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12 DEC 97

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FTEV 95-5003

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SHEET REF.:

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PROJECT NO.:

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SHEET NO.:

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STANDARD D LAYOUT (24" X 36")

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16 CES/CECC OFFICE FORM 001 (JAN 96)

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SCALE: 1/4" = 1'-0"

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FLOOR PLAN - LIGHTING/FIRE ALARM SYS

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PANEL MDP

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JONES

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JONES

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ELECTRICAL PLANS

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EQUIP. RM & VENDING FLOOR PLAN - POWER

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SCALE: 1/4" = 1'-0"

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SCALE: NONE

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SITE PLAN - ELECTRICAL

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EQUIP.

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ROOM

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VENDING

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PANEL MDP

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AIR COMP.

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55 GAL

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DRUM

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UH-1

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GRAPHIC SCALES

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ALL CONNECTIONS TO VIBRATING EQUIPMENT, MOTORS AND AIR

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COMPRESSOR SHALL BE MADE USING LIQUID TIGHT FLEXIBLE CONDUIT.

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PROVIDE A SEPARATE NEUTRAL CONDUCTOR FOR EACH SINGLE POLE

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GENERAL NOTES:

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CONDUCTOR.

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CIRCUIT SERVED.

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NOTES:

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THIS SHEET ONLY

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SEWAGE LIFT

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STATION

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OIL/WATER

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SUMP PUMP

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LIGHTS AND 100W PHOTOCELL FOR VENDING AREA LIGHT. INSTALL

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PROVIDE EACH CIRCUIT WITH A CODE SIZED GREEN GROUNDING

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MAKE ALL CONNECTIONS TO EQUIPMENT PER MANUFACTURER'S

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INSTRUCTIONS.

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PROVIDE POWER TO PUMP STATION PUMPS WITH FOUR 4#12,#12G.,

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1/2"C. CIRCUITS MDP-1,3,5; MDP-7,9,11; MDP-13,15,17;

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MDP-25,27,29

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MDP-40

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MDP-32,34

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MDP-35,37,39,41

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MDP-43

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MDP-24,26

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MDP-20,22

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MDP-31,33

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SUMP PUMP

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MDP-38

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GFI

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GFI

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PROVIDE 2" RGS CONDUIT STUBBED OUT 12" AFF IN LOCATION SHOWN

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IN EQUIPMENT ROOM FOR FUTURE TELEPHONE. CONDUIT TO BE CAPPED

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CONCEALED IN WALL FOR CONTROL WIRING TO COIN METERS. INSTALL

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CONTROL WIRING PER MANUFACTURER'S INSTRUCTIONS (NOTE:

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LOOP ROAD

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BAY 1

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BAY 2

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BAY 3

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BAY 4

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PUMPING

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STATION

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MODULE

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FLUID

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SEPERATOR

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OIL/WATER

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MDP-16

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COIN

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CHANGER

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LINE FOR FUTURE

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2" RGS WITH PULL

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TELEPHONE

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EXISTING COMMUNICATIONS

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MANHOLE

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SWALE LINE (APPROX.)

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ROAD CROSSING TO

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BE JACK AND BORED

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MANHOLE.

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DETAILS ON SHEET E2.

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ELECTRICAL RISER AND DETAILS ON SHEET E2.

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(15#18 AWG EACH.) (TYPICAL OF TWO LOCATIONS)

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PROVIDE 1000W MINIMUM PHOTOCELL FOR CONTROL OF WASH BAY BAY

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ON ROOF PER MANUFACTURER'S INSTRUCTIONS.

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MDP-19,21,23. (ONE TYPICAL SHOWN)

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WITH PULL ROPE INSTALLED. TERMINATE CONDUIT IN EXISTING

AutoCAD SHX Text PROVIDE A 3%%c RISER ON EXISTING POLE PER ELECTRICAL RISER AND

AutoCAD SHX Text 45kVA 12,470V//208Y/120V PAD MOUNTED TRANSFORMER. SEE

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LOCATION SHOWN TO REMAIN THE SAME IF FOURTH BAY ADDED.)

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LIGHTING AND ELECTRICAL FOR A FOURTH BAY. ALL ELECTRICAL

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WORK ASSOCIATED WITH THIS FOURTH BAY SHALL BE BID AS A

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115 FT.+-

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FLOOD LIGHT TYPE "C"

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ADDITIVE BID ITEM #1.-ADD 4TH BAY- CONTRACTOR TO PROVIDE

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PROVIDE TWO 1"PVC CONDUITS BELOW GRADE WITH RGS CONDUIT

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SEPARATE ADDITIVE BID ITEM INCLUDING ALL LIGHTING, CONDUIT

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CIRCUIT WIRING PLUS CONTROL WIRING TO COIN METER.

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MDP PANEL

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CONTROL PANEL

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SUMP PUMP

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CONTROL PANEL

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MDP-14

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MDP-8,10,12

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SUMP PUMP

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CONTROL PANEL

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FACP &

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TRANSCEIVER

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FIRE ALARM LEGEND AND NOTES

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WEATHERPROOF FIRE ALARM MANUAL PULL STATION

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WEATHERPROOF FIRE ALARM HORN/STROBE UNIT

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WEATHERPROOF FIRE ALARM 194 DEG HEAT DETECTOR, FIRE-LITE MODEL 302A-W

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OR EQUAL TO INCLUDE FIRE-LITE AP-P OR EQUAL MOUNTING PLATE.

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FIRE ALARM SMOKE DETECTOR

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FIRE ALARM CONTROL PANEL AND TRANSCEIVER.

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FIRE ALARM ZONES SHALL BE SET UP AS FOLLOWS:

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1- MECH RM DEVICES

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2- BAY HEAT DETECTORS

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3- MANUAL PULL STATION

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NOTE: THE GOVERNMENT WILL FURNISH A MONACO BT2-3 TRANSCEIVER TO BE INSTALLED BY

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THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH ALL OTHER ASSOCIATED MATERIAL TO

INCLUDE BUT NOT LIMITED TO THE ANTENNA, CABLE, SURGE ARRESTOR, MISC BRACKETS, ETC.

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File details come from the government source that posted it. Updated Apr 24, 2025.