Attachment_3_-_Main_Building_Drawings_(2002).pdf

PDF 8 MB Posted Jun 25, 2024

Attached to: GAOA-CEDAR CITY AIR BASE IMPROVEMENT
Solicitation number: 140L0624R0051
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Jun 25, 2024

This document consists of architectural drawings and details for the Operations Building at the Air Tanker Base in Cedar City, Utah. The drawings provide specifications for the building's wall sections, interior elevations, and standard construction details. The related federal contract opportunity is for a Design-Build project to make improvements to the Cedar City Air Base. The solicitation is being issued by the Department of the Interior Bureau of Land Management National Office. No specific response dates, award details, pricing terms, or set asides are provided in the information given.

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3/4"=1'-0"

5/8" ROOF SHTHG

30# FELT

METAL ROOF

VINYL SOFFIT- FULLY VENTED

PRE-ENGINEERED ROOF

TRUSS @ 24" O/C -W/

2x6 TOP CHORD

VAPOR BARRIER

5/8" TYPE "X"

R-60

BATT INSUL

GYP BD

A11

METAL SIDING

5/8" PLYWD SHTHG

8'- 1 3

/8"

T.O. PLATE

BITUMINOUS DAMPPROOFING

VAPOR BARRIER

INSULATION

4" RIGID

F.F.E. 100.0'

A13

5/8" TYPE "X"

GYP BD

VAPOR BARRIER

2x6 @ 16" O/C

4" CONC SLAB

INSULATION

4" RIGID

VAPOR BARRIER

R-19 BATT INSUL

5/8" TYPE "X" GYP BD

T.O. PLATE

8'- 1 3

/8"

5/8" PLYWD SHTHG

METAL SIDING

VINYL SOFFIT

15# FELT

METAL SIDING

5/8" PLYWD SHTHG

FINISH GRADE

F.F.E. 100.0'

BITUMINOUS DAMPPROOFING

4" RIGID

INSULATION

2'-0"VAPOR BARRIER

A11

5/8" ROOF SHTHG

30# FELT

2x4 @ 24" O/C

2x6 TOP CHORD

TRUSS @ 24" O/C -W/

PRE-ENGINEERED ROOF

MTL ROOF

R-60

BATT INSUL

2x6 P.T. SOLE PLATE

A11

2x6 TOP CHORD

TRUSS @ 24" O/C -W/

PRE-ENGINEERED ROOF

5/8" ROOF SHTHG30# FELT

MTL ROOF

2x4 @ 24" O/C

T.O. BEAM

9'- 5 1

/4"

RE: STRUCT DWGS

FINISH GRADE

BEAM

3/4"=1'-0"

A14

8'- 1 3

/8"

4" CONC SLAB

2-2x6 PLATES

BATT INSUL

R-60

5/8" TYPE "X"

GYP BD 5/8" TYPE "X"

GYP BD

VAPOR

BARRIER

2'-10 1/2"

3/4"=1'-0"

0 1 2 4

F.F.E. 100.0'

T.O. PIER

F.F.E. 100.0'&

VINYL SOFFIT

STRUCT DWGS

REF A16

NON-VENTED

1x2 FURRING3'-0"

FIELD VERIFY

TO MATCH OTHERS

7'- 0"

2x4 FURRING @ 24" O/C

7'- 0"R.

7'- 0"

8'- 1 3

/8"

2x12 BLOCKING

2X BLK'G

2x8 BLK'G

4" CONC SLAB

FULLY VENTED

2'-0"-TYP 3"Ø MINUS RIVER ROCK O/

4'-0" AROUND PRIMETER OF

SEPERATION FABRIC-TO EXTEND

BUILDING-TYP

3"Ø MINUS RIVER ROCK O/

SEPERATION FABRIC-TO EXTEND

BUILDING-TYP

4'-0" AROUND PRIMETER OF

2x4 OR 2x6 @ 16" O/C

REF:

STRUCT. DWGS.

TS 5x5x3/16

STRUCT. DWGS.

REF:

5/8" PLYWD

VAPOR BARRIER

5/8" TYPE "X" GYP BD

R-19 BATT INSUL

2x6 @ 16" O/C

5/8" PLYWD

METAL SIDING

5/8" PLYWD SHTHG

15# FELT

3"Ø MINUS RIVER ROCK O/

4'-0" AROUND PRIMETER OF

SEPERATION FABRIC-TO EXTEND

BUILDING-TYP

4" CONC SLAB

4" RIGID

INSULATION

2x4 @ 24" O/C

SWG

L. DEEDS-R2

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text

COLUMN DTL.

AutoCAD SHX Text

WALL SECTION

AutoCAD SHX Text USFS Seed2 v1.0

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

ST. GEORGE FIELD OFFICE

AutoCAD SHX Text

ALWAYS THINK

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SAFETY

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UTAH

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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100% SUBMITTAL

AutoCAD SHX Text Drawn

AutoCAD SHX Text Reviewed

AutoCAD SHX Text Checked

AutoCAD SHX Text Design

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

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OPERATIONS BUILDING

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AIR TANKER BASE

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CEDAR CITY

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PROJECT NAME

AutoCAD SHX Text Sheet Title

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AS SHOWN

AutoCAD SHX Text

WALL SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text A-9 of 16

AutoCAD SHX Text

AutoCAD SHX Text USFS Seed2 v1.0

3/4"=1'-0"

A10

3/4"=1'-0"

A10

3/4"=1'-0"

A10

8'- 1 3

/8"

F.F.E. 100.0'

T.O. PLATE

BITUMINOUS DAMPPROOFING

5/8" PLYWD SHTHG

2x6 P.T. SOLE PLATE

METAL SIDING

15# FELT

4" CONC SLAB

INSULATION

4" RIGID

INSULATION

VAPOR BARRIER

2x6 @ 16" O/C

A13

METAL SIDING

5/8" PLYWD SHTHG

VINYL SOFFIT

15# FELT

METAL SIDING

15# FELT

5/8" PLYWD SHTHG

SOFFIT

TRIM

VINYL SOFFIT

A11

4'-0" MIN

MTL ROOF

5/8" ROOF SHTHG

30# FELT

2x6 TOP CHORD

TRUSS @ 24" O/C -W/

PRE-ENGINEERED ROOF

2x6 @ 16" O/C

2x6 OUTRIGGER

MTL ROOF

30# FELT

5/8" ROOF SHTHG

2x4 @ 24" O/C

2x6 @ 24" O/C

ASPHALT SHTHG

POLY/RUBBERIZED

4'-0" MIN

ASPHALT SHTHG 2

A11

2x6 OUTRIGGER @ 16"O/C

MTL ROOF

30# FELT

5/8" ROOF SHTHG

2'-0"

INSULATION

4" RIGID

VAPOR BARRIER

FINISH GRADE

4" CONC SLAB

INSULATION

4" RIGID

BITUMINOUS DAMPPROOFING

METAL SIDING

5/8" PLYWD SHTHG

15# FELT

2x6 P.T. SOLE PLATE

A13

2x6 @ 16" O/C

VAPOR BARRIER

5/8" GYP BD

R-19 BATT INSUL. R-19 BATT INSUL.

VAPOR BARRIER

5/8" GYP BD

2'-0"

VINYL SOFFIT15# FELT

5/8" PLYWD SHTHG

METAL SIDING

8'- 1 3

/8"

5/8" TYPE "X" GYP BD

VAPOR BARRIER

R-60 BATT

INSUL

R-60 BATT

5/8" TYPE "X" GYP BD

VAPOR BARRIER 2x4 @ 24" O/C

VERTICAL METAL SIDING

15# FELT

5/8" PLYWD SHTHG

VINYL SOFFIT

5/8" ROOF SHTHG

30# FELT

MTL ROOF

2x6 @ 24" O/C

5/8" PLYWD SHTHG

METAL SIDING

VINYL SOFFIT-NON VENTED

5/8" ROOF SHTHG

MTL ROOF

30# FELT

15# FELT

A11

PRE-ENGINEERED ROOF

2x6 TOP CHORD

TRUSS @ 24" O/C -W/

WALL W/ 5/8 PLYWD

2x6 STUD DWARF

VINYL SOFFIT

3-2x12 BEAM

2x6 OUTRIGGER @ 16"O/C

T.O. PLATE

F.F.E. 100.0'

T.O. BEAM

F.F.E. 100.0'

9'- 5 1

/4"

0 1 2

3/4"=1'-0"

TRUSS @ 24" O/C -W/

PRE-ENGINEERED ROOF

2x6 TOP CHORD

3'-0"

1x2 FURRING

A16

O.7'- 0"

@ 16"O/C

2x BLK'G

4" CONC SLAB

FULL HEIGHT WALL 2x4 BLK'G

NON-VENTED

A16

3"Ø MINUS RIVER ROCK O/

4'-0" AROUND PRIMETER OF

SEPERATION FABRIC-TO EXTEND

BUILDING-TYP

3'-0"

2x4 BRACING @ 24" O/C

1x4 FURRING @ 16"O/C

2x4 BRACING @ 24" O/C

VERTICAL

T.O. PIER

POLY/RUBBERIZED

ASPHALT SHTHG

4'-0" MIN

3'-0"

VERTICAL

STRUCT DWGS.

REF:

STRUCT DWGS

5/8" PLYWD

TS5x5x3/16 BEAM

RE: STRUCT DWGS

TS5x5x3/16 COL

RE: STRUCT DWGS

WHERE WALL HEIGHT EXCEEDS 16'-0"

AND NAIL TOGETHER W/ 16d @ 6"

FULL HEIGHT WALL, DOUBLE ALL 2x6's

FULL HEIGHT SHEAR WALL

W/ 5/8 PLYWD B.S.

2x6 @ 16"O/C

A10 3/4"=1'-0"

5/8" PLYWD SHTHG

T.O. PLATE

2x6 STUD DWARF

WALL W/ 5/8 PLYWD

METAL SIDING

VERTICAL

VINYL SOFFIT-NON VENTED

15# FELT

2x6 OUTRIGGER @ 16"O/C

MTL ROOF4'-0" MIN

POLY/RUBBERIZED

ASPHALT SHTHG

30# FELT

5/8" ROOF SHTHG

3'-0"

F.F.E. 100.0'

9'- 5 1

/4"

A11

4" CONC SLAB

METAL SIDING

7'- 0"

ALUMINUM STOREFRONT

5/8" TYPE "X" GYP BD

2x HEADER

RE: STRUCT DWGS

TS5x5x3/16 BEAM

SWG

L. DEEDS-R2

RE: STRUCT DWGS

AutoCAD SHX Text

WALL SECTION

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WALL SECTION

AutoCAD SHX Text

WALL SECTION

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WALL SECTION

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U.S. DEPARTMENT OF THE INTERIOR

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BUREAU OF LAND MANAGEMENT

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ST. GEORGE FIELD OFFICE

AutoCAD SHX Text

ALWAYS THINK

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SAFETY

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UTAH

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

100% SUBMITTAL

AutoCAD SHX Text Drawn

AutoCAD SHX Text Reviewed

AutoCAD SHX Text Checked

AutoCAD SHX Text Design

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

AutoCAD SHX Text

OPERATIONS BUILDING

AutoCAD SHX Text

AIR TANKER BASE

AutoCAD SHX Text

CEDAR CITY

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Scale

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

WALL SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text A-10 of 16

AutoCAD SHX Text

A15

ICE

B36 SB36 WITH- B15R SFD36U

MAKER

W3930 W2630 WDFC2430

W3618

GYPBD

4" BACKSPLASH

3'- 0"

1'- 6"

2'- 6"

SFD36U

WDFC2430 W2630

W3618

W3030

VENT HOOD

B15L

GYPBD

4" BACKSPLASH PLASTIC

LAM PLASTIC

LAM

SOFFITSOFFIT

NOTE: ITEM ABBREVIATION BASED ON MERILLAT CABINETS

A15

B18

W4830

WASHERDRYER4'-

MOP HANGER

GYPBD

SERVICE SINK

FAUCET

WALL GUARD

MOP SERVICE SINK

HOSE & HOSE

HOLDER

GYPBD

2'- 0"

1'- 4"

5/8" PLYWD-TYP

2x3-TYP

1'- 4"

2'- 0"

1'- 4"

3'-0"

2x3-TYP

5/8" PLYWD-TYP

4'-0"

B36B36

PLASTIC LAM

GYPBD

ELEC & TELECOM, SEE ELEC

NOTE: ITEM ABBREVIATION BASED ON MERILLAT CABINETS

A15

4'-0"1'-3"

1'- 6"

BTWN STUDS 1'-2" 1'-2" 1'-2"

2-2X12 BLK"G

PLASTIC LAM.

TOP & EDGES

SUPPORT BRACKETS

AMERICAN STANDARD

# 485742-600

" A

.F.

4-PER SHELF

2-2X12 BLK"G

BTWN STUDS

WD TRIM

PLASTIC LAM.

TOP & EDGES

2-3/4 PLYWD

TOP & SILL PLATES

2X4 @ 16"O/C ON 2x8

STAGGERED W/ FULL

FULL BATT INSUL

GYPBD

3-PER BRACKET

5/16 "Ø LAD SCREW

STAGGERED W/ FULL

TOP & SILL PLATES

FULL BATT INSUL

LC CL CL CL

1/2"=1'-0"

3/8"=1'-0"

10 62 4

.5 10 2

2x4 @ 16" O/C 2x4 @ 16" O/C

W1530W1530

SOFFITFILLER

FILLER

W2130

WASHER AND DRYER NOT ON BASE BID-ADDITIVE ITEMS

1/2"=1'-0"

1/2"=1'-0"1/2"=1'-0"

1/2"=1'-0"

8'- 0"

COOKTOP (EC)

OPEN OPEN

BD12 BD12

RECESS SINK FRONT

12" BACK FROM FRONT

EDGE OF COUNTERTOP

OPEN3'-

2" FILLER

SWG

L. DEEDS-R2

AutoCAD SHX Text

ROOM #09 INT. ELEV.

AutoCAD SHX Text

ROOM #09 INT. ELEV.

AutoCAD SHX Text

ROOM #10 AND #11 INT. ELEV.

AutoCAD SHX Text

ROOM #02

AutoCAD SHX Text

ROOM #20

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text 6.1

AutoCAD SHX Text

LAUNDRY SHELF

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 6.2

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

ST. GEORGE FIELD OFFICE

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

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UTAH

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BUREAU OF LAND MANAGEMENT

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

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100% SUBMITTAL

AutoCAD SHX Text Drawn

AutoCAD SHX Text Reviewed

AutoCAD SHX Text Checked

AutoCAD SHX Text Design

AutoCAD SHX Text Sheet

AutoCAD SHX Text of

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OPERATIONS BUILDING

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AIR TANKER BASE

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CEDAR CITY

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PROJECT NAME

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AS SHOWN

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INTERIOR ELEVATIONS

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AutoCAD SHX Text A-15 of 16

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VAPOR BARRIER

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2" COMPACTED SAND

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FILL OR UNDISTURBED

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COMPACTED STRUCTURAL

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4" COMPACTED SUB-BASE

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JOINT SEALANT

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CONCRETE SLAB-ON-GRADE

AutoCAD SHX Text REINFORCE W/6x6-W2.9xW2.9 WWF

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MATERIAL, RE: SECTIONS

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NATURAL SOIL

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%%UTYP 4" SLAB SAW-CUT CONTROL JOINT

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MATERIAL

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EXPANSION JOINT

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JOINT SEALANT

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TOOLED EDGE

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%%UTYP EXPANSION JOINT DETAIL

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AutoCAD SHX Text S1.1 of 12

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STANDARD DETAILS

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NO SCALE

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CEDAR CITY

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R. BLUMENSHINE

AutoCAD SHX Text T. McINTOSH

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J. CORNEJO

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U.S. DEPARTMENT OF THE INTERIOR

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CEDAR CITY FIELD OFFICE

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PROJECT NAME

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BUREAU OF LAND MANAGEMENT

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UTAH

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AutoCAD SHX Text USFS Seed2 v1.0

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ALWAYS THINK

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SAFETY

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BUREAU OF LAND MANAGEMENT

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U.S. DEPARTMENT OF THE INTERIOR

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AIR TANKER BASE

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OPERATIONS BUILDING

AutoCAD SHX Text 3 1/2"

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AS (MIN)

AutoCAD SHX Text 4 1/4"

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HILTI HIT HY-150 ADHESIVE ANCHOR OR EQUIVALENT

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SPACING AND EMBEDMENT REQUIREMENTS U.N.O.

AutoCAD SHX Text 5"

AutoCAD SHX Text 7"

AutoCAD SHX Text 7 1/2"

AutoCAD SHX Text 9"

AutoCAD SHX Text %%uDRILLED ANCHOR DETAILS

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SUBJECT TO WEATHER:

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BOTTOM OF FOUNDATIONS AND FOOTINGS

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DRAWINGS REINFORCEMENT SHALL HAVE A MINIMUM

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EXCEPT AS OTHERWISE NOTED OR SHOWN ON THE

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OR OTHER CONC. CAST AGAINST EARTH:

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NOTED OTHERWISE

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WASHER UNLESS

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EXTRA HEAVY PLATE

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THICKNESS + NUT +

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GROUT + BASE PLATE

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SHOWN OTHERWISE

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BASE PLATE WILL BE

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1. GROUT SPACE UNDER

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2. FOR MECH. EQUIP.

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BOLT DIAMETER

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PROJ. EQUALS

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ON DRAWING.

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1" UNLESS

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RE: PROCESS.

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ON DRAWING

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DRAWING

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NOTED ON

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NOTES:

AutoCAD SHX Text 1 1/8"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/4"

AutoCAD SHX Text 1"

AutoCAD SHX Text 7/8"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

(DIA.)

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 5/8"

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BOLT

AutoCAD SHX Text L

AutoCAD SHX Text 0'-9"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-2"

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3'-0" MIN.

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%%UCORNER BARS @ BLDG FOUNDATION

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3'-0" MIN.

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FOUNDATION WALL

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BUILDING

AutoCAD SHX Text %%uADHESIVE ANCHOR

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BACKFILLED SURFACES AND SURFACES

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CONCRETE COVER AS FOLLOWS:

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AutoCAD SHX Text 1/2"

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BOLT DIA

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AutoCAD SHX Text 5/8"

AutoCAD SHX Text 7/8"

AutoCAD SHX Text 1"

AutoCAD SHX Text d

AutoCAD SHX Text P=d+1/4"

AutoCAD SHX Text 1 1/16"

AutoCAD SHX Text 15/16"

AutoCAD SHX Text 8 1/4"

AutoCAD SHX Text 7 1/2"

AutoCAD SHX Text 7/16"

AutoCAD SHX Text 9/16"

AutoCAD SHX Text 13/16"

AutoCAD SHX Text 11/16"

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HOLE DIA

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AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text 4 1/4"

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AutoCAD SHX Text 6 5/8"

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H (MIN)

AutoCAD SHX Text 3"

AutoCAD SHX Text 2"

AutoCAD SHX Text 11"

AutoCAD SHX Text 13"

AutoCAD SHX Text 5 1/2"

AutoCAD SHX Text 6 1/2"

AutoCAD SHX Text 10"

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ED (MIN)

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%%UANCHOR BOLTS

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%%UREINFORCEMENT CONCRETE COVER

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HORIZONTAL BAR

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%%UBARS AT INTERSECTING WALLS

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3'-0" MIN.

AutoCAD SHX Text NOTE: FOR SPLICE & ldh SEE TABLE

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3'-0" MIN.

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EVERY OTHER

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ALTERNATE DIRECTION

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FOUNDATION WALL

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BUILDING

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%%UTYPICAL DEVELOPMENT

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%%UAND SPLICE LENGTHS

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TENSION

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LENGTHS IN INCHES

AutoCAD SHX Text f'c=4,000 psi

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SPLICE

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NOTES

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ARE TOP BARS.

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FOR EPOXY COATED REINFORCING BARS,

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INCREASE STRAIGHT SPLICE LENGTH BY 50%.

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CONFINED CORE OF A COLUMN OR BOUNDARY

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90%%D HOOKS SHALL BE LOCATED WITHIN THE

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TOP BARS ARE HORIZ. BARS PLACED SUCH

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FOR EPOXY COATED REINFORCING BARS,

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THAT MORE THAN 12" OF CONC. IS CAST

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INCREASE STRAIGHT SPLICE LENGTH BY 50%.

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BELOW THE BAR. HORIZONTAL WALL BARS

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ELEMENT.

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CRITICAL

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SECTION

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SIZE

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BAR

AutoCAD SHX Text 90%%d HOOK

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COMPRESSION

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SPLICE

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OTHER

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STRAIGHT

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TOP

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ALL

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100% SUBMITTAL

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%%UTYP STEPPED FOOTING SECTION

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MATCH FOOTING

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REINFORCING

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REINFORCING

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MATCH FOOTING

Cover

Civil

Architectural

Structural

Plumbing

Mechanical

Electrical

File details come from the government source that posted it. Updated Jun 25, 2024.