A06_Rosebud_Warehouse_Drawing_Packet.pdf

PDF 2 MB Posted Jun 22, 2021

Attached to: BLM-UT Rosebud Warehouse
Solicitation number: 140L5721R0006
Issued by: Department of the Interior Bureau of Land Management Utah Region

About this file

Written by GovTribe AI · Dec 28, 2023

This package of construction drawings and specifications is for the replacement of an existing warehouse shed located at the Rosebud Administrative Site in Utah for the Bureau of Land Management. The project involves demolishing the existing 40' x 40' shed and constructing a new 40' x 40' pre-engineered steel building on a concrete foundation with associated site work. Site plans show the layout of the new building, concrete pads and sidewalks, utility runs, and landscaping details. Construction drawings provide floor plans, elevations, and details for the pre-engineered building, concrete work, and mechanical, electrical and plumbing systems. Specifications define requirements for the building structure, concrete, coatings and equipment. This project is solicited under solicitation number 140L5721R0006 for construction by the Bureau of Land Management Utah Region.

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Other files

File	Type	Posted
Sol_140L5721R0006_Amd_0001.pdf	PDF	Jul 16, 2021
B09_Rosebud_Warehouse_Pre-Sol_Site_Visit_Roster_0001.pdf	PDF	Jul 16, 2021
B09_Questions_and_Answers_0001.pdf	PDF	Jul 16, 2021
A06_Rosebud_Geotechnical_Final_Rpt.pdf	PDF	Jun 22, 2021
A04_Rosebud_Warehouse_SOW_edited_vlm.pdf	PDF	Jun 22, 2021
A06_Rosebud_Warehouse_Specifications_v_4_mao.pdf	PDF	Jun 22, 2021
B03_Wage_Determinations_UT202100081.pdf	PDF	Jun 22, 2021
Sol_140L5721R0006.pdf	PDF	Jun 22, 2021

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GAOA

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

WEST DESERT DISTRICT/SALT LAKE FIELD OFFICE

ROSEBUD WAREHOUSE SHED REPLACEMENT

MILE MARKER 33

I M

I G

I L

ROSEBUD ADMIN SITE

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:4/8/2021 4:51 PM PLOTTED BY:Owen, Mark A 4/8/2021 4:51 PM PLOTTED BY:Owen, Mark A PLOTTED BY:Owen, Mark A Owen, Mark A E:\Projects\West Desert District\Salt Lake\Rosebud Admin Site\WD-01-09-20-03 Rosebud Shop\05 Design\BLM\Rosebud Warehouse

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TITLE SHEET

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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PROPANE

A/C

CONEX

ADMIN

BUILDING

100 200 3000

OP (

0) 27'-2"

OP (

27'-2"

50 AMP ELECTRICAL FEED,

3 CONDUCTOR 4 AWG IN 2"

CONDUIT TO BE RUN FROM

DISCONNET TO FUEL PUMP

APPROX. 150 FT

10 FT X 40 FT

CONCRETE

APPRON

APPROACH TO

WAREHOUSE

25 FT X 40 FT

OVERHANG

(COVERED

GRAVEL

PARKING)

3 FT WIDE

CONCRETE

SIDEWALK

TRUE NORTH

PROJECT NORTH

RELOCATE FUEL

TRENCH AND

RUN NEW LINES

CLEANUP OLD

POWER BOX AND

SETUP DISCONNECT

(SEE DETAIL 1)

REMOVE BOX

REPLACE

WEATHERHEAD

ADD NEW LINE TO

NEW WAREHOUSE

POWER BOX CLEANUP

SCALE: NTS

VERIFY

TRANSFORMER

HAS CAPACITY

REMOVE AND

RELOCATE

FUEL

DISCONNECT

ELECTRICAL

PANEL

100 AMP ELECTRICAL FEED,

3 CONDUCTOR 1/0 AWG, W/6

GROUND IN 2" CONDUIT

TO BE RUN FROM

TRANSFORMER

TO NEW WAREHOUSE

APPROX. 160 FT

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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CIVIL SITE PLAN

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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C-100

CONCRETE PAD

" SAWCUT OR

TOOLED JOINT

SLAB JOINTS

EXPANSION JOINT

MATERIAL

1/2" JOINT

" SEALANT

FIRST POUR SECOND POUR

" DIA x 18" DOWEL

@ 18" O.C.

CONSTRUCTION JOINT CONTROL JOINT

EXPANSION JOINT

NOTE: CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQFT WITHOUT REENTRANT

CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1

TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING

PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.

SCALE: NTS

IMPROVED GRAVEL SURFACE

SCALE: NTS

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

4" OF 1" MINUS MATERIAL

PROOF ROLLED

EMBED IN CONCRETE

TYPICAL BOLLARD DETAIL

SCALE: NTS

FILL INSIDE WITH CONCRETE

OVERFILL AND MOUND TOP

6"Ø STEEL PIPE

SCH 40 OR SIMILAR

1'-6"

TYPICAL MISCELLANEOUS

CONCRETE SLAB

SCALE: NTS

8" THICK WITH #4 BAR

12" O.C. BOTH

DIRECTIONS

UTILITY LINE THROUGH TRENCH

SCALE: NTS

UTILITY LINE

2" MIN CONDUIT

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MARK

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:4/8/2021 4:52 PM PLOTTED BY:Owen, Mark A 4/8/2021 4:52 PM PLOTTED BY:Owen, Mark A PLOTTED BY:Owen, Mark A Owen, Mark A E:\Projects\West Desert District\Salt Lake\Rosebud Admin Site\WD-01-09-20-03 Rosebud Shop\05 Design\BLM\Rosebud Warehouse

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DETAILS

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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C-501

14'

14' WIDE BY 12' TALL

COIL GARAGE DOOR

WITH RODENT GUARD

RODENT CONTROL FABRIC

TO BE INSTALLED WHERE

WALL PANELS MEET

STRUCTURAL MEMBERS

25' LONG OVERHANG

(COVERED PARKING)

40'

22'

10'

3'WIDE SIDEWALK

CONCRETE APRON

10' WIDE BY 40' LONG

BY 8" THICK WITH #4 BAR

12" O.C BOTH DIRECTIONS

DOWEL PAD INTO STEM

WALL WITH #4 BAR

AT 18" O.C

CONCRETE FLOOR

40' WIDE BY 40' LONG

BY 8" THICK WITH #4 BAR

12" O.C BOTH DIRECTIONS

CONCRETE

WHEEL

STOP X4

SCALE 1":10'

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A FOOTING AND FOUNDATION PLAN THAT

HAS BEEN DESIGNED AND STAMPED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF UTAH

2. ALL WORK TO BE DONE IN ACCORDANCE WITH THE 2018 IBC.

3. FLOOR SLABS TO BE 8" THICK CONCRETE W/#4 BARS @ 12" O.C. EACH WAY ON 6" MIN CRUSHED

GRAVEL BASE

" MAX

4. CONCRETE FLOOR SHALL HAVE A STEEL TROWEL FINISH TO PROVIDE A SMOOTH LEVEL SURFACE.

5. CONTRACTION JOINTS SHALL BE SAW CUT 1-1/2" DEEP AS SOON AS CONCRETE WILL SUPPORT

WEIGHT WITHOUT CAUSING DAMAGE AND NO LATER THEN 24 HOURS AFTER POUR.

6. FLOUR TO BE FINISHED WITH TWO PART 100% SOLIDS EPOXY FLOOR COATING WITH CHIP FINISH.

(EPOXYMASTER EMXSCEMS570-780 OR EQUIVALENT)

7. STEEL BUILDING STRUCTURAL ENGINEERING TO BE PROVIDED BY BUILDING MANUFACTURE

DESIGN CRITERIA:

1. IBC 2018

2. WIND:

2.1. SPEED: 90 MPH

2.2. IMPORTANCE FACTOR: 1.0

2.3. EXPOSURE CATEGORY: C

3. SEISMIC:

3.1. Ss: 0.442

3.2. Sms: 0.639

3.3. Sds: 0.426

3.4. Fa: 1.446

3.5. SsD: 1.5

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MARK

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BUREAU OF LAND MANAGEMENT

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FLOOR PLAN

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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MAO

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A-001

12'

SOLATUBE 330

DS-O-DA-FSM-E1-L1-I

OR EQUIVALENT

SLOPE AWAY

FROM BUILDING

AT 2% GRADE

10'

8" DIAMETER BY 7' STEEL

PIPE BOLLARDS FILLED

WITH CONCRETE AND

TAPED WITH 4" REFLECTIVE

TAPE SPACED 1' APART

INSTALL

RAIN GUTTER

INSTALL

RAIN GUTTER

INSTALL

DOWNSPOUT

INSTALL

DOWNSPOUT

20'-4"

INSTALL 4X2 GALVANIZED

ANGLE FOR SNOW RETENTION

SYSTEM SHOWN IN DETAIL 1

14'3'

INSTALL 4X2 GALVANIZED

ANGLE FOR SNOW RETENTION

SYSTEM SHOWN IN DETAIL 1

SLOPE SOIL AWAY

FROM BUILDING

AT 2% GRADE

SLOPE SOIL AWAY

FROM BUILDING

AT 2% GRADE

12'

SLOPE 1:6

FLOOR ELEVATION 5125

INSTALL BIRD-X STS-10

STAINLESS STEEL BIRD

REPELLENT SPIKES

OR EQUIVALENT ALONG

ALL BEAMS AND

POTENTIAL NESTING AREAS

SOUTH ELEVATION

SCALE 1":10'

NORTH ELEVATION

SCALE 1":10'

WEST ELEVATION

SCALE 1":10'

EAST ELEVATION

SCALE 1":10'

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SHED ELEVATIONS

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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A-002

AIR COMPRESSOR, SPPEDAIR, GRAINGER ITEM NUMBER 4XA59,

80 GALLON VERTICAL TANK WITH 5HP MOTOR, 16.5 FREE AIR CFM

AT 175 PSI, 208V/1PH, 23.0A. AUTOMATIC TANK DRAIN, ASME

RECEIVER WITH SAFETY RELIEF VALVE, PRESSURE GAUGE,

DISCHARGE GATE VALVE, OR APPROVED EQUAL

A A A A A A

A A

A A A A A A

1/2" AIR DROP

3/4" COMPRESSED AIR

REGULATOR/GAUGE

BALL VALVE

TYP. PIPE SUPPORT TO

WALL OR STRUCTURE

6-1/2" DRIP LEG

DRAIN VALVE

REGULATOR/GAUGE SET TO 110 PSI

AIR DESSICANT

DRAIN LINE TO

FLOOR DRAIN

FIN. FLOOR

COMPRESSED AIR PIPING DIAGRAM

SCALE: NTS

REGULATOR/GAUGE

AIR FILTER

AIR COALESCER

BYPASS

DRAIN VALVE

COMPRESSOR

AC-1

AIR

80 GALLON

RECEIVER

4" CONCRETE

PAD

PROVIDE HANSEN SERIES 4000 HOSE

STEM QUICK DISCONNECTS IN SHOP,

FEMALE CONNECTORS

AIR COMPRESSOR

AND PIPING

SCALE 1":10'

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MARK

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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MECHANICAL PLANS

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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SUPPORT SERVICES

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MAO

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M-100

SOLATUBE 330

DS-O-DA-FSM-E1-L1-I

OR EQUIVALENT

10'

CONCRETE APRON

10' WIDE BY 40' LONG

BY 6" THICK

10'20'

20'

19'-4"

12'-6"

10'

INSTALL NEW 100 AMP

CIRCUIT PANEL.

EMERGENCY

FUEL DISCONNECT

SCALE 1":10'

AutoCAD SHX Text SPECIALTY RECEPTACLE, 30A, 250V. MOUNT AT AT 48" ABOVE FINISHED FLOOR UNLESS INDICATED OTHERWISE. (COMPRESSOR)

AutoCAD SHX Text SPECIALTY RECEPTACLE, 50A, 250V. MOUNT AT AT 48" ABOVE FINISHED FLOOR UNLESS INDICATED OTHERWISE. (WELDING)

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WELDING

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COMPRESSOR

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MARK

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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AutoCAD SHX Text PLOT DATE:4/8/2021 4:53 PM PLOTTED BY:Owen, Mark A 4/8/2021 4:53 PM PLOTTED BY:Owen, Mark A PLOTTED BY:Owen, Mark A Owen, Mark A E:\Projects\West Desert District\Salt Lake\Rosebud Admin Site\WD-01-09-20-03 Rosebud Shop\05 Design\BLM\Rosebud Warehouse

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ELECTRICAL PLAN

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ROSEBUD WAREHOUSE SHED REPLACEMENT

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WEST DESERT DISTRICT

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UTAH

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WD-01-09-20-02

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SUPPORT SERVICES

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MAO

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E-100

Sheets and Views

Title

2 Rosebud Warehouse-Site Plan.pdf

Sheets and Views

Site Plan

3 Rosebud Warehouse-Details.pdf

Sheets and Views

Details

4 Rosebud Warehouse-Floor Plan.pdf

Sheets and Views

Floor Plan

5 Rosebud Warehouse-Elevation.pdf

Sheets and Views

Elevation

6 Rosebud Warehouse-Mechanical.pdf

Sheets and Views

Mechanical

7 Rosebud Warehouse-Electrical.pdf

Sheets and Views

Electrical

File details come from the government source that posted it. Updated Jun 22, 2021.