Revised_Drawings_-_Amendment__1_-_140F0619R0016.pdf

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DEMOLISH EXISTING AND CONSTRUCT NEW SHOP BUILDING
Solicitation number
140F0619R0016
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Revised Drawings

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Text version

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%%USITE LAYOUT

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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NO SCALE

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OR

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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ASS'T. REGIONAL DIR.

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DATE

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PROGRAM SUPERVISOR

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FACILITIES

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SAFETY/IND HYGIENIST

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CULTURAL RESOURCES

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DATE

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DATE

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DATE

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DATE

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DATE

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NATIONAL BISON RANGE

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REFUGE

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LAKE/SANDERS

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MONTANA

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NEW SHOP BUILDING

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COVER SHEET, VICINITY MAP, LOCATION MAP

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EGH

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EGH

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LAH

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6R-MT-58-1-18-030

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NATIONAL BISON RANGE

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NEW SHOP BUILDING

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MECH SCHEDULES

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MECHANICAL FLOOR PLANS

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ELECTRICAL PLANS

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ELECTRICAL SCHEDULES / DETAILS

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SECTIONS / DETAILS

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EXTERIOR ELEVATIONS

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FLOOR PLANS

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DRAWING INDEX

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SHEET

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TITLE

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SITE PLAN

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COVER SHEET, VICINITY MAP, LOCATION MAP

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COVER

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FLOOR PLANS

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SHEET #

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MISSOULA

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STEVENSVILLE

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FLORENCE

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LINCOLN

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GARRISON

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NATIONAL

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BISON

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RANGE

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RAVALLI

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EXTERIOR ELEVATIONS

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SECTIONS / DETAILS

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SECTIONS / DETAILS

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STRUCTURAL

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STRUCTURAL

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PLUMBING FLOOR PLANS

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ELECTRICAL EQUIPMENT PLANS

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ELECTRICAL LIGHTING PLANS

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PLUMBING WASTE PLANS

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ROOF PLAN

A13

U. S. Fish and Wildlife Service Region 6 – Engineering Department

Project Memorandum Project: National Bison Range New Shop Date: 06/13/2019 Purpose: Changes to design plans due to shop relocation on the Site Author: Eric G. Harris

Memorandum:

The following changes were made to the design plans for the National Bison Range New Shop building project. The building location is to change due to existing site conditions. Those changes are reflected in the updated drawings. The latest set of drawings are all dated 06/11/2019 and these are to be used for bidding and building purposes, previous versions of the design drawings are now obsolete. While this list attempts to capture the changes to the design drawings, prospective bidders are to review the entire set and are responsible for bidding the drawings dated 06/11/2109.

Changes to the drawings are as below.

• Cover:

o Site Layout map updated for new building location o Notation of bridge location o Creek name update o Issue date changed to 06/11/2019

• C10:

o Building location change along with utility lines o Existing propane tanks to remain in current location rather than being moved o More bollards added to protect propane tanks and electrical service o Updated notes about demolition of existing building o Areas of revegetation and gravel shop yard updated o Issue date changed to 06/11/2019

• C11:

o Updated building location and grading o Added notes about drainage swale to the east of the building and positive drainage from new building o Added notes about finish floor elevations o Issue date changed to 06/11/2019

• A10:

o Updated north arrow o Updated drawing reference in Break Room 010 o Added dimension for stairs to mezzanine o Issue date changed to 06/11/2019

• A11:

o Updated north arrows o Added drawing reference tag to Drawing 2-Bathroom Plan o Added dimension for stairs to mezzanine o Issue date changed to 06/11/2019

• A12:

o Updated north arrows o Issue date changed to 06/11/2019

• A13:

o Updated north arrow o Updated note on gutters from “Seamless” to “Sealed” o Issue date changed to 06/11/2019

• A20:

o Updated drawing tags for elevation names o Updated note on gutters from “Seamless” to “Sealed” o Issue date changed to 06/11/2019

• A21:

o Updated drawing tags for elevation names o Issue date changed to 06/11/2019

• A30:

o Updated drawing tags for elevation names o Issue date changed to 06/11/2019

• A31:

o Updated drawing tag for elevation name o Added graphic for snow bars and gutters to building section o Added note about painting bollards o Issue date changed to 06/11/2019

• A32:

o Updated drawing tag for elevation name o Issue date changed to 06/11/2019

• A33:

o Updated drawing tag for elevation name o Added graphic for snow bars and gutters to building section o Issue date changed to 06/11/2019

• S10:

o Updated north arrow o Issue date changed to 06/11/2019

• S11:

o Updated north arrow o Updated drawing tags for section names o Issue date changed to 06/11/2019

• M10:

o Updated north arrow o Updated graphic for condensing unit o Issue date changed to 06/11/2019

• M50:

o Issue date changed to 06/11/2019

• P10:

o Updated north arrow o Issue date changed to 06/11/2019

• P11:

o Updated north arrow o Updated graphics for sump pits and drain pipes o Issue date changed to 06/11/2019

• E10:

o Updated north arrows o Updated drawing tag for mezzanine drawing o Issue date changed to 06/11/2019

• E11:

o Updated north arrow o Moved note about “Electric Lighting Plan” to reduce overlap with bar scale o Removed extraneous grid lines o Issue date changed to 06/11/2019

• E12:

o Updated north arrow o Updated graphic for condensing unit o Issue date changed to 06/11/2019

• E50:

o Removed extraneous “Floor Plan” drawing tag o Issue date changed to 06/11/2019

End of Memo

SITE PLAN

C10

SITE PLAN1

N

YARD SECTION2

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AutoCAD SHX Text EXISTING SEPTIC LINES TO BE ABANDONED. PUMP LINE CLEAN, FILL, SEAL AND ABANDON IN PLACE

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EXISTING SEPTIC SYSTEM TO BE ABANDONED

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EXISTING SEPTIC TANK IS TO BE PUMPED OUT AND REMOVED.

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UE

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TRANSFORMER

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EXISTING TRANSFORMER

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UE

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AutoCAD SHX Text POWER METER, INSTALL NEW ELECTRIC SERIVCE FROM EXISTING METER TO THE NEW BUILDING. DEMOLISH EXISTING LINE.

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NEW TELECOMM LINE, TIE INTO EXISTING AND FEED TO NEW BUILDING

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AutoCAD SHX Text CONTRACTOR TO PERFORM A PERCOLATION TEST THEN DESIGN AND INSTALL SEPTIC SYSTEM AND LEACH FIELD AS PER LOCAL AND STATE REQUIREMENTS

AutoCAD SHX Text THE EXISTING SHOP BUILDING IS TO BE DECONSTRUCTED. REUSE THE FOLLOWING FROM THE EXISTING BUILDING, RELOCATE TO THE NEW BUILDING: -FURNACE AND HVAC CONTROLS -WATER WELL CONTROLS AND TANK -VEHICLE LIFT -AIR COMPRESSOR -BASE RADIO ANTENNAE -OVERHEAD RADIANT HEATERS -COMPRESSED AIR HOSE REELS -BREAK ROOM RANGE AND REFRIGERATOR -WASHER AND DRYER -RESTROOM MIRROR, WASTE RECEPTACLE, BENCH LOCKERS AND GRAB BARS -EMERGENCY EYE WASH STATION -OVERHEAD DOOR OPERATORS

AutoCAD SHX Text AFTER EVERYTHING THAT CAN BE REUSED FROM THE EXISTING BUILDING HAS BEEN REMOVED, THE BUILDING IS TO BE DECONSTRUCTED. ALL ITEMS THAT CAN BE RECYCLED ARE TO BE RECYCLED. THE SLAB AND FOUNDATIONS ARE TO BE COMPLETELY DEMOLISHED AND THE SITE WHERE THE BUILDING WAS IS TO BE REGRADED.

AutoCAD SHX Text EXISTING SHOP BUILDING, TO BE DECONSTRUCTED AND RECYCLED. SLAB AND FOUNDATION TO BE DEMOLISHED.

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NEW POWER LINE

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EXG POWER LINE TO BE REMOVED

AutoCAD SHX Text REROUTE WATER LINE FROM EXISTING SHOP TO NEW SHOP, WELL TANK AND CONTROLS TO BE RELOCATED TO THE NEW SHOP MEZZANINE. VERIFY WELL LOCATION AND LOCATE WATER LINE AS NEEDED IF A BETTER ROUTING IS POSSIBLE.

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AutoCAD SHX Text PROVIDE GRAVEL FOR DRIVE/YARD AROUND SHOP BUILDING. ROUGHLY 30,000 SF OF AREA. RE: DETAIL 2/C10

AutoCAD SHX Text REGRADE AS NEED FOR INSTALLATION OF SEPTIC SYSTEM, RESEED AREA WITH NATIVE VEGETATION SEED AND COVER WITH STRAW EROSION BLANKETS, APPROXIMATELY 12,000 SF

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EXG SHOP BUILDING

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EXG SHOP YARD

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EXG "ROAD"

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AREA OF NEW SHOP YARD

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FINISH FLOOR

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NEW SHOP BUILDING

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AutoCAD SHX Text EXG PROPANE TANKS TO REMAIN IN THIS LOCATION. PROVIDE NEW GASLINE TO NEW BUILDING.

AutoCAD SHX Text UTILITY "ISLAND" WITH (16) BOLLARDS SPACED AT 5' ON CENTER TO PROTECT TRANSFORMER AND PROPANE TANKS

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APPROXIMATE LINE OF EXISTING SHOP YARD

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FINISH FLOOR

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COMPACT EXISTING GRADE TO 95%

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12" OF 3" MINUS SUB BASE, COMPACTED

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4" OF " MINUS 34" MINUS CRUSHED BASE COURSE

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DESIGNED

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OF

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NAT'L BISON RANGE

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EGH

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EDGE

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EDGE

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SLOPE

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SLOPE

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TRENCH DRAIN HOLDING TANK AND ACCESS

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TRUCK WATER TANK FILL STATION

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SLOPE

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1/2" PER 12"

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6" REINFORCED CONCRETE APRON, TYP. AT DOORS. CONTROL JOINTS AT 5' O.C.

AutoCAD SHX Text 5'x5' CONCRETE PAD AT PERSONNEL DOORS, TYP.

AutoCAD SHX Text OUTLINE OF EXISTING BUILDING. AREA TO BE REGRADED FOR DRAINAGE AWAY FROM NEW BUILDING ONCE EXISTING BUILDING HAS BEEN REMOVED.

AutoCAD SHX Text PROVIDE GRAVEL FOR DRIVE/YARD AROUND SHOP BUILDING. ROUGHLY 30,000 SF OF AREA. RE: DETAIL 2/C10

AutoCAD SHX Text FINISH FLOOR OF THE NEW BUILDING TO MATCH THAT OF THE EXISTING BUILDING. AREA ROUND THE NEW BUILDING TO BE REGARDED FOR POSITIVE DRAINAGE AWAY FROM THE NEW BUILDING AND FINISH GRADE IS TO BE PREPARED AS PER DETAIL 2/C10

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DRAINAGE SWALE

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APPROXIMATE LINE OF EXISTING SHOP YARD

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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CENTER ON BUILDING AND BAY

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CENTER ON BUILDING AND BAY

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INTAKE LOUVER OVER DOOR

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EXHAUST FAN AND LOUVER

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COMPRESSOR

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OVERHEAD RADIANT HEATER

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EXTERIOR ELEVATIONS

A21

SOUTH ELEVATION2

WEST ELEVATION1

BREAK RM ELEV3

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LOUVER L-2, RE: MECH. COORDINATE FINAL PLACEMENT TO AVOID BUILDING STRUCTURE

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INSULATED TRANSLUCENT WALL PANELS

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BOLLARD AT EACH SIDE OF OVERHEAD DOOR OPENING, TYP, RE: 4/A5

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BOLLARD

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LIGHTNING PROTECTION SYSTEM

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VEHICLE EXHAUST HOSE REEL VENT

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EXHAUST FAN LOUVER SHROUD

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6" GYP BOARD SOFFIT

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HOOD VENT, VENT TO THE EXTERIOR OF THE BUILDING

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PREFORMED PLASTIC LAMINATE COUNTERTOP WITH INTEGRATED 4" BACK SPLASH

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EGH

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WINDOW

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WINDOW SIZE

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REMARKS

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WINDOW SCHEDULE

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INSULATED GLAZING IN THERMAL ALUM FRAME

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ALUM

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SLIDER

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TRANSLUCENT WINDOW WALL SYSTEM

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TRANS

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TRANS

B

A30

SECTIONS / DETAILS

A30

BUILDING SECTION

LOOKING EAST1

BATHROOM ELEVS2

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HB

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FINISH FLOOR

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PAINTED PLYWOOD TO 8'-0" AFF

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SHOP AREA

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VEHICLE BAY

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WORK AREA

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MEZZANINE

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VEHICLE BAY

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OVERHEAD DOOR OPENER

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INSULATED TRANSLUCENT WALL PANELS

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NOTE: STAIRS BEYOND NOT SHOWN

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NOTE: REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DETAILS

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METAL PANEL INTERIOR SKIN

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OVERHEAD SECTIONAL DOOR ON HIGH-LIFT TRACKS, TYPICAL ALL SECTIONAL DOORS

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%%UEAST

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2X BLOCKING BEHIND ALL WALL MOUNTED ITEMS, TYP.

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WALL MOUNTED VANITY LIGHT FIXTURE

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GFCI

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4" RUBBER COVE BASE, ALL WALLS

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GFE LOCKERS

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GFE BENCH

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SHOWER AND SURROUND

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SHOWER AND SURROUND

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GFE WASHER

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GFE DRYER

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%%USOUTH

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%%UWEST

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%%UNORTH

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%%UTOILET ACCESSORIES

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AutoCAD SHX Text MIRROR - 24" x 36", ADA ACCESSIBLE

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TOILET TISSUE DISPENSER - DBL ROLL

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GRAB BAR - 36"

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AUTOMATIC PAPER TOWEL DISPENSER

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GRAB BAR - 42"

AutoCAD SHX Text NOTES: -FRP WALL COVERING FROM FLOOR TO 48" AFF -PROVIDE 2X BLOCKING AT TOILET ACCESSORIES, TYP.

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GRAB BAR - 18"

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TOWEL SHELF AND ROD

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SHOWER CURTAIN ROD

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SHOWER CURTAIN AND CURTAIN HOOKS

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LIQUID SOAP DISPENSER

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WASTE RECEPTACLE

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ROBE HOOK

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

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6R-MT-58-1-18-030

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A32

BUILDING SECTION

LOOKING WEST1

DOOR ELEVS2

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METAL PANEL INTERIOR SKIN

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34" PAINTED PLYWOOD TO 8'-0" AFF

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WHITE FACING ON CEILING SURFACE

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OVERHEAD DOOR OPENER

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VEHICLE BAY

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BATHROOM

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MEZZANINE

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VEHICLE BAY

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OH

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%%UFRAME AND DOOR TYPES

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LOUVER(S) AS NOTED

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INSULATED TRANSLUCENT WALL PANELS

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RE: 2/A30

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INSULATED TRANSLUCENT WALL PANELS

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ELECTRICAL PANEL BOXES

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TELECOMM PANEL BOARD

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OVERHEAD DOOR OPERATOR

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OVERHEAD SECTIONAL DOOR ON HIGH-LIFT TRACKS, TYPICAL ALL SECTIONAL DOORS

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

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6R-MT-58-1-18-030

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VISION PANELS, HIGH LIFT TRACK

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HOLLOW METAL

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3 HINGES

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KEYPAD LOCKSET

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WEATHER STRIPPING

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DOOR SWEEP

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DOOR CLOSER

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THRESHOLD

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3 HINGES

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SECURITY LOCKSET

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WEATHER STRIPPING

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3 HINGES

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SILENCERS

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INSULATED STEEL

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INSULATED, DOOR LOUVER

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WALL STOP

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3 HINGES

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PASSAGE SET

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PASSAGE SET

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SILENCERS

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VISION PANELS, HIGH LIFT TRACK

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VISION PANELS, HIGH LIFT TRACK

VISION PANELS, HIGH LIFT TRACK

STRUCTURAL

S10

FLOOR PLAN1

N

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INSTALL MOISTURE BARRIER MEMBRANE 2'-0" PAST EXTENT OF EXCAVATION

AutoCAD SHX Text PERIMETER UNDERDRAIN SYSTEM, PIPE TO SUMP PIT. PROVIDE SUMP PUMP TO DRAIN PIT TO GRADE BEYOND BUILDING PERIMETER

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EXTENT OF EXCAVATION

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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DESIGNED

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

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6R-MT-58-1-18-030

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STRUCTURAL

S11

EAST/WEST SECT1

NORTH/SOUTH SECTION1

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FIN FLR

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FIN FLR

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4" FINAL GRADE TOPPING

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STRUCTURAL FILL COMPACTED TO 98% ASTM D698

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12" SUBGRADE ROAD BASE

AutoCAD SHX Text MOISTURE BARRIER MEMBRANE SLOPED TO PERIMETER UNDERDRAIN SYSTEM AND UP EXCAVATION 12", DURA SKRIM K30B OR EQUAL

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UNDISTURBED SOILS

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SLAB INSULATION, EXTEND OUT 12" AT PERIMETER

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UNDISTURBED SOILS

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GEOFOAM VOID FILLER BETWEEN SLAB BEAMS

AutoCAD SHX Text 4" VOID FORM FOR 7-FEET FROM OUTSIDE EDGE, INSTALL COVER BOARD AND VAPOR BARRIER OVER VOID FORM

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9" STRUCTURAL SLAB

AutoCAD SHX Text NOTES: -FOUNDATION SYSTEM TO BE A WAFFLE MAT SLAB DESIGN WITH A 9" STRUCTURAL SLAB AND GRADE BEAMS BOTH DIRECTIONS. -CONTRACTOR TO HIRE GEOTECH ENGINEER AND PROVIDE GEOTECHNICAL REPORT FOR GIVEN SITE. -CONTRACTOR TO HIRE STRUCTURAL ENGINEER TO PROVIDE FINAL DESIGN FOR WAFFLE SLAB -WAFFLE SLAB FOUNDATION TO BE CONSTRUCTED ABOVE ENGINEERED DRAINAGE BASIN DESIGNED TO MINIMIZE FOUNDATION HEAVING DUE TO EXPANSIVE SOILS

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SLAB VAPOR BARRIER BENEATH GEOFOAM AND FOUNDATION

AutoCAD SHX Text NOTE: INSTALL TRENCH PLUG WITH CLAY/BENTONITE AT UTILITY TRENCHES AND PENETRATIONS THROUGH MOISTURE BARRIER MEMBRANE

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INSTALL MOISTURE BARRIER MEMBRANE 2'-0" PAST EXTENT OF EXCAVATION

AutoCAD SHX Text PERIMETER UNDERDRAIN SYSTEM, PIPE TO SUMP PIT. PROVIDE SUMP PUMP TO DRAIN PIT TO GRADE BEYOND BUILDING PERIMETER

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IN-SLAB TRENCH DRAIN

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4" FINAL GRADE TOPPING

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12" SUBGRADE ROAD BASE

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SLAB INSULATION, EXTEND OUT 12" AT PERIMETER

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UNDISTURBED SOILS

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GEOFOAM VOID FILLER BETWEEN SLAB BEAMS

AutoCAD SHX Text 4" VOID FORM FOR 7-FEET FROM OUTSIDE EDGE, INSTALL COVER BOARD AND VAPOR BARRIER OVER VOID FORM

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9" STRUCTURAL SLAB

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INSTALL MOISTURE BARRIER MEMBRANE 2'-0" PAST EXTENT OF EXCAVATION

AutoCAD SHX Text PERIMETER UNDERDRAIN SYSTEM, PIPE TO SUMP PIT. PROVIDE SUMP PUMP TO DRAIN PIT TO GRADE BEYOND BUILDING PERIMETER

AutoCAD SHX Text

STRUCTURAL FILL COMPACTED TO 98% ASTM D698

AutoCAD SHX Text MOISTURE BARRIER MEMBRANE SLOPED TO PERIMETER UNDERDRAIN SYSTEM AND UP EXCAVATION 12", DURA SKRIM K30B OR EQUAL

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UNDISTURBED SOILS

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SLAB VAPOR BARRIER BENEATH GEOFOAM AND FOUNDATION

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DESIGNED

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

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6R-MT-58-1-18-030

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SCALE =1'-0"

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M10

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N

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UP

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AutoCAD SHX Text 1 1/2"G

AutoCAD SHX Text MOUNT @ 13'-6"" A.F.F. COORDINATE MOUNTING HEIGHT WITH METAL BUILDING MANUFACTURER

AutoCAD SHX Text %%uRH-1

AutoCAD SHX Text %%uRH-3

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120V CONTROL WIRING BY ELECTRICAL CONTRACTOR.

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PROVIDE GAS REGULATOR AND REDUCE PRESSURE TO 14"W.G.

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4"COMBUSTION INTAKE THROUGH ROOF (TYP. OF 3)

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4"VENT THROUGH ROOF (TYP. OF 3)

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RG/180

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RG/100

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RG/100

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RG/320

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AutoCAD SHX Text B/160

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AIR INTAKE & VENT. TERMINATE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

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1"CONDENSATE DRAINFIELD

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%%UCU-1

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IN WALL. ROUTE TO

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COOLING COIL (TYP.)

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REFRIG. PIPING UP

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WALL CAP

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FLUE THRU WALL

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CO

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NO

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120V MOTORIZED CONTROL DAMPER SHALL OPEN ONLY WHEN EF-2 IS OPERATING

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MOTOR STARTER DISCONNECT SWITCH

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MOUNT @ 22'-6" A.F.F. COORDINATE MOUNTING HEIGHT WITH METAL BUILDING STRUCTURE

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AutoCAD SHX Text A/100

AutoCAD SHX Text T

AutoCAD SHX Text %%uRH-2

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6"UP

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AutoCAD SHX Text %%uRH-1

AutoCAD SHX Text 18 x 10 DN.

AutoCAD SHX Text L-2

AutoCAD SHX Text %%uWH-1

AutoCAD SHX Text

(654 MBTUH)

AutoCAD SHX Text

(529 MBTUH)

AutoCAD SHX Text 1 1/2"G

AutoCAD SHX Text 1 1/4"G

AutoCAD SHX Text

(404 MBTUH)

AutoCAD SHX Text

(125 MBTUH)

AutoCAD SHX Text 3/4"G

AutoCAD SHX Text

(125 MBTUH)

AutoCAD SHX Text 3/4"G

AutoCAD SHX Text 3/4"G

AutoCAD SHX Text 3/4"G

AutoCAD SHX Text 3/4"G

AutoCAD SHX Text 1 1/4"G

AutoCAD SHX Text 1"G

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3/4"G DN.

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(125 MBTUH)

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(199 MBTUH)

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1"G DN.

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TO LP TANK. COORDINATE TO ENSURE TANK IS CAPABLE OF SUPPLYING 654 MBTUH @14"W.G.

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1"CD

AutoCAD SHX Text 4"

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4" RANGE HOOD VENT

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4" DRYER VENT COORDINATE EXACT LOCATION WITH FIELD CONDITIONS

AutoCAD SHX Text NOTE: COORDINATE FINAL PLACEMENT OF SUPPLY AND RETURN GRILLS WITH THE CEILING INSTALLATION AND LIGHTING

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3/4"G (125 MBTUH)

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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4" CONCRETE PAD EXTEND 6" PAST UNIT ALL SIDES

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FAN 01

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FAN 02

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

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SUB-SHEET

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

AutoCAD SHX Text 06/11/2019

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6R-MT-58-1-18-030

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SCALE:

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SCALE =1'-0"

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MECHANICAL SCHEDULES

M50

AIR DISTRIBUTION1

M2

AutoCAD SHX Text REINSTALL GOVERNMENT OWNED AIR COMPRESSOR. CONNECT TO POWER AND AIR DISTRIBUTION SYSTEM.

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ELECTRICAL DISCONNECT

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1" PIPE MAIN LINE TRUNK

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PRESSURE REGULATOR

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MOISTURE REMOVAL

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FLEXIBLE HOSE CONNECTION

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SHUT OFF VALVE

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PROVIDE ISOLATOR RAIL MOUNTS FOR COMPRESSOR

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

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SUB-SHEET

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

AutoCAD SHX Text 06/11/2019

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6R-MT-58-1-18-030

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FAN SCHEDULE

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MARK

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FAN TYPE

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AIR QNT (CFM)

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EXT. S.P.

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DRIVE

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STONES (MAX)

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MOTOR

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MAKER

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MODEL

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NOTES

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EF-1

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AutoCAD SHX Text 0.125

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DIRECT

AutoCAD SHX Text 1.6

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64 WATTS

AutoCAD SHX Text 120/1/60

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COOK

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GC-124

AutoCAD SHX Text 1,2,3

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EF-2

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AutoCAD SHX Text .25

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BELT

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3/4 HP

AutoCAD SHX Text 120/1/60

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COOK

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24EWB616B

AutoCAD SHX Text 1,2,3,4,6

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SIDEWALL PROPELLER EXHAUST

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CEILING CABINET EXHAUST

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FAN-1

AutoCAD SHX Text 100,000+

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DIRECT

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3/4 HP

AutoCAD SHX Text 120/1/60

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BIG ASS FAN

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E10, 10 DIAMETER

AutoCAD SHX Text 2,5

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HIGH VOLUME, LOW SPEED OVERHEAD FAN

AutoCAD SHX Text NOTES: 1. PROVIDE A UNIT MOUNTED DISCONNECT SWITCH, BACKDRAFT DAMPER AND WALL CAP PROVIDE A UNIT MOUNTED DISCONNECT SWITCH, BACKDRAFT DAMPER AND WALL CAP 2. OR APPROVED EQUAL OR APPROVED EQUAL 3. PROVIDE WITH WALL COLLAR, MOTORIZED BACKDRAFT DAMPER AND WEATHER HOOD PROVIDE WITH WALL COLLAR, MOTORIZED BACKDRAFT DAMPER AND WEATHER HOOD 4. INTERLOCK WITH MOTORIZED DAMPER AND L-2 SUCH THAT THE NORMALLY CLOSED DAMPER OPENS WHEN EF-2 IS INTERLOCK WITH MOTORIZED DAMPER AND L-2 SUCH THAT THE NORMALLY CLOSED DAMPER OPENS WHEN EF-2 IS OPERATOING. COORDINATE WITH ELECTRICAL CONTRACTOR. 5. PROVIDE WIRED VARIABLE SPEED WALL CONTROLLER; ALL MOUNTING HARDWARE AS NEEDED TO BE PROVIDED BY PROVIDE WIRED VARIABLE SPEED WALL CONTROLLER; ALL MOUNTING HARDWARE AS NEEDED TO BE PROVIDED BY MANUFACTURER; COLOR AS SELECTED FROM STANDARD MANUFACTURER COLORS 6. REUSE EXISTING UNITS IF POSSIBLE, IF NOT USE THESE SPECSREUSE EXISTING UNITS IF POSSIBLE, IF NOT USE THESE SPECS

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FAN-2

AutoCAD SHX Text 100,000+

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DIRECT

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3/4 HP

AutoCAD SHX Text 120/1/60

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BIG ASS FAN

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E10, 10 DIAMETER

AutoCAD SHX Text 2,5

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HIGH VOLUME, LOW SPEED OVERHEAD FAN

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RADIANT HEATER SCHEDULE

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MARK

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TYPE

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INPUT BTU

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MOUNT HEIGHT

AutoCAD SHX Text ELECT (V/PHS/Hz)

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MAKER

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MODEL

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NOTES

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RH-1,RH-2,RH-3

AutoCAD SHX Text 75,000

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18'-0" AFF

AutoCAD SHX Text 120/1/60

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RE-VERBER-RAY

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DX3-30-75-P

AutoCAD SHX Text 1,2,3,4,5

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LP FIRED INFRA-RED TUBE

AutoCAD SHX Text NOTES: 1. OR APPROVED EQUAL OR APPROVED EQUAL 2. PROVIDE A THEROMSTAT TO CONTROL UNIT PROVIDE A THEROMSTAT TO CONTROL UNIT 3. PROVIDE STRAIGHT TUBE APPROX. 31'-5" PROVIDE STRAIGHT TUBE APPROX. 31'-5" 4. PROVIDE LP MODEL UNIT PROVIDE LP MODEL UNIT 5. REUSE EXISTING UNITS IF POSSIBLE, IF NOT, USED THESE SPECSREUSE EXISTING UNITS IF POSSIBLE, IF NOT, USED THESE SPECS

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LOUVER SCHEDULE

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MARK

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TYPE

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FREE AREA SF

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AIR VELOCITY FPM

AutoCAD SHX Text FACE SIZE WxH

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PRESS DROP (WC)

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H20 PENT (OZ/SF)

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NOTES

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0.23 SF

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900 FPM

AutoCAD SHX Text 12x12

AutoCAD SHX Text 0.125

AutoCAD SHX Text 0.01

AutoCAD SHX Text 1,2,3,4

AutoCAD SHX Text

OA EXHAUST

AutoCAD SHX Text NOTES: 1. LOUVER ARE MANUFACTURED BY NAILOR OR APPROVED EQUAL LOUVER ARE MANUFACTURED BY NAILOR OR APPROVED EQUAL 2. PROVIDE LOUVERS WITH BIRD SCREEN PROVIDE LOUVERS WITH BIRD SCREEN 3. PROVIDE ALUM CONSTRUCTION AND STAND FINISH PROVIDE ALUM CONSTRUCTION AND STAND FINISH 4. COLOR AS SELECTED BY THE GOVERNMENT FROM THE MANUFACTURER'S STAND COLOR COLOR AS SELECTED BY THE GOVERNMENT FROM THE MANUFACTURER'S STAND COLOR SELECTION 5. PROVIDE L-2 WITH 120 V MOTORIZED DAMPER AND INTERLOCK WITH EF-2. NC DAMPER PROVIDE L-2 WITH 120 V MOTORIZED DAMPER AND INTERLOCK WITH EF-2. NC DAMPER SHALL OPEN ONLY WHEN EF-2 IS OPERATING. COORDINATE WITH ELECTRICAL CONTRACTOR. 6. REUSE UXISTING UNITS IF POSSIBLE, IF NOT, USE THESE SPECSREUSE UXISTING UNITS IF POSSIBLE, IF NOT, USE THESE SPECS

AutoCAD SHX Text L-2

AutoCAD SHX Text

6.06 SF

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AutoCAD SHX Text 42x42

AutoCAD SHX Text 0.01

AutoCAD SHX Text 1,2,3,4,5,6

AutoCAD SHX Text 0.125

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OA INTAKE

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MODEL

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1604DD

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1604AD

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SCALE:

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FROM SHEET:

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AutoCAD SHX Text M 1:24

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SCALE =1'-0"

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AutoCAD SHX Text D

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WATER HEATER SCHEDULE

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MARK

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TYPE

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TEMP RISE

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GPM MAX

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ACTIVATION

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MOUNTING LOCATION

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NOTES

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WH-1

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MIN 70 DEGREE (FROM 50 TO 120 DEGREE F)

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AT LEAST 8 GPM OF HOT WATER

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18 X 24 NOMINAL

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0.5 GPM

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INTERIOR

AutoCAD SHX Text 1,2,3,4

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ON DEMAND PROPANE WATER HEATER

AutoCAD SHX Text NOTES: 1. ON-DEMAND WATER HEATER IS MANUFACTURED BY AO SMITH OR ON-DEMAND WATER HEATER IS MANUFACTURED BY AO SMITH OR APPROVED EQUAL.

AutoCAD SHX Text

MODEL

ATI-340H-P

PLUMBING FLOOR PLAN

P10

DOMESTIC WATER PLAN/

COMPRESSED AIR1

TRUCK FILL STATION2

N

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AutoCAD SHX Text E

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AutoCAD SHX Text D

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UP

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WH-1 (ON MEZANINE WALL)

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1 1/4" HW DN. FROM MEZANINE

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1 1/2"CW UP IN WALL

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3/4"CW DN.

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3/4"CW

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1/2"HW

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3/4"CW DN.

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3/4"CW

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HB

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HB

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2"CW DN.

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WMB

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3/4" CW&HW DOWN TO SERVICE SINK

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2"CW

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2"CW

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3/4"CW

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1"CW

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OUTSIDE

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INSIDE

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EXTERIOR WALL

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GRADE

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CAMLOCK HOSE CONNECTIONS, COORDINATE EXACT TYPE AND SIZE WITH OWNER

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BALL VALVE

AutoCAD SHX Text FREEZE PROTECTION SHUTOFF VALVE FOR WINTERIZING, TURN OFF WHEN TEMPERATURE DROPS BELOW 35°F

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TO MAIN CW LINE

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TRUCK FILL STATION, SEE DETAIL THIS SHEET

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COORDINATE EXACT LOCATION WITH FIELD CONDITIONS

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3/4"CW DN. TO BELOW FLOOR

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CONCENTRIC DIRECT VENT

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2"CW UP IN WALL

AutoCAD SHX Text NOTE: -TIE INTO EXISTING WELL PUMP. RELOCATE TANK AND RELATED WATER EQUIPMENT FROM BUILDING TO BE DEMOLISHED AND INSTALL ON MEZZANINE OF NEW BUILDING. -PROVIDE AND INSTALL A WATER SOFTENER SYSTEM. -ENSURE SYSTEM IS CAPABLE OF SUPPLYING 20GPM @ APPROXIMATELY 65PSI.

AutoCAD SHX Text

VALVE ON MEZZANINE

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RELOCATE WELL TANK & CONTROLS ON MEZZANINE

AutoCAD SHX Text NOTE: PIPING PLAN IS PURELY DIAGRAMMATIC. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PIPING SYSTEM. DESIGN AND INSTALL PER IBC 2015 AND APPLICABLE CODES. PROVIDE AS-BUILT DRAWINGS AT THE END OF THE PROJECT.

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2"CW BELOW FLOOR

AutoCAD SHX Text 1" IRON PIPE COMPRESSED AIR DISTRIBUTION TRUNK, CONTINUOUS LOOP AROUND THE BUILDING TYING INTO THE COMPRESSOR LOCATED ON THE MEZZANINE.

AutoCAD SHX Text COMPRESSED AIR DISTRIBUTION: -1" IRON PIPE COMPRESSED AIR DISTRIBUTION TRUNK, CONTINUOUS LOOP AROUND THE BUILDING -3/4" IRON PIPE DROPS AT USE LOCATIONS -PROVIDE MOISTURE REMOVAL DEVICES AT HOSE REEL LOCATIONS

AutoCAD SHX Text

3/4" COMPRESSED AIR LINE TO VEHICLE LIFT

AutoCAD SHX Text COMPRESSED AIR HOSE REEL WITH QUICK CONNECT AND MOISTURE REMOVAL DEVICE, MOUNT AT 60" AFF, TYPICAL

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AIR COMPRESSOR ON MEZZANINE ABOVE, RE: 1/M50

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COMPRESSED AIR HOSE REEL ABOVE ON MEZZANINE

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

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SUB-SHEET

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NAT'L BISON RANGE

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NEW SHOP BUILDING

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EGH

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EGH

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LAH

AutoCAD SHX Text 06/11/2019

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6R-MT-58-1-18-030

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SCALE:

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SCALE =1'-0"

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SCALE:

N/A

PLUMBING WASTE PLAN

P11

WASTE PIPING1

N

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UP

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

AutoCAD SHX Text 2"V

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3"VTR

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2"V UP

AutoCAD SHX Text 4"W

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GCO

AutoCAD SHX Text 3"W

AutoCAD SHX Text P-1

AutoCAD SHX Text P-2

AutoCAD SHX Text P-3

AutoCAD SHX Text P-4

AutoCAD SHX Text P-5

AutoCAD SHX Text P-7

AutoCAD SHX Text 4"W

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FCO

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3"W DN. 2"V UP

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TIE INTO SEPTIC TANK

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2"V UP

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WCO

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3"W DN. 2"V UP

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WCO

AutoCAD SHX Text NOTE: PIPING PLAN IS PURELY DIAGRAMMATIC. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR PIPING SYSTEM. DESIGN AND INSTALL PER IBC 2015 AND APPLICABLE CODES. PROVIDE AS-BUILT DRAWINGS AT THE END OF THE PROJECT.

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1500 GALLON SINGLE VAULT HOLDING TANK BELOW FOR TRENCH DRAIN RUN OFF

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MANHOLE COVER FOR TANK ACCESS

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2" TRENCH DRAIN LINE

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HOLDING TANK LEVEL ALARM

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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SUMP PIT, COVERED AND SEALED

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DRAIN PIPE FROM SUMP PUMP, RUN TO DAYLIGHT BEYOND BUILDING EXCAVATION

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

A…

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