MHAFB_Facility2215_Drawings_Part_4.pdf

PDF 30 MB Posted

Attached to
Repair and Minor Renovation of Squadron Operations Building 2215 at Mountain Home Air Force Base, Idaho
Solicitation number
W912DW19R0028
Issued by

About this file

This solicitation notice is for a minor renovation project at Mountain Home Air Force Base in Idaho. The project involves repairing and renovating Squadron Operations Building 2215, which is 61,472 square feet. Work will include replacing the roof and HVAC system, remodeling restrooms to comply with ADA requirements, adding exterior windows and skylights, and relocating interior walls and providing new interior finishes throughout the facility. The project value is estimated between $5 million and $10 million. The solicitation will be issued on or around July 31, 2019 via FBO.gov under solicitation number W912DW19R0028. The procurement is set aside for eligible 8(a) firms located in Idaho, Oregon, Utah, or Washington with a bona fide branch office in one of those states. The Army Corps of Engineers District in Seattle will award the contract.

RFP W912DW19R0028 - Drawings Package 4 of 6

View the file

Other files

File Type Posted
AWARD NOTICE - Bldg 2215.pdf PDF
Amendment_0008_Building_2215_MHAFB.pdf PDF
Amendment_0007_SF_30.pdf PDF
00_31_24_Part1.pdf PDF
00_31_24_Part2.pdf PDF
00_31_24_Part3.pdf PDF
MHAFB_Facility2215_Auditorium_Seating_Dwg_A-110_Excerpt.pdf PDF
Site_Visit_Pre-Proposal_PPT_Slides_10-10-19.pdf PDF
Site_Visit_Attendee_List_10-10-19.pdf PDF
Amendment_0006_Building_2215_MHAFB.pdf PDF
Amendment_0005_Building_2215_MHAFB.pdf PDF
General.pdf PDF
Amendment_0004_Building_2215_MHAFB.pdf PDF
Mechanical_Part_1.pdf PDF
Fire_Protection.pdf PDF
Architecture.pdf PDF
Plumbing.pdf PDF
Structural.pdf PDF
Mechanical_Part_2.pdf PDF
Civil.pdf PDF
Electrical.pdf PDF
Amendment_0003_Building_2215_MHAFB.pdf PDF
Amendment_0002_W912DW19R0028_Building_2215.pdf PDF
Amendment_0001_W912DW19R0028_Building_2215_SF_30.pdf PDF
B2215_roof_report_Part_1.pdf PDF
B2215_roof_report_Part_2.pdf PDF
Attendance_Sheet_-_Site_Visit.pdf PDF
Pre-Proposal_Conference_and_Site_Visit_Slides.pdf PDF
FY19_MHAFB_Squad_Ops_Facility_2215_Specifications.PDF PDF
MHAFB_Facility2215_Drawings_Part_6.pdf PDF
MHAFB_Facility2215_Drawings_Part_1.pdf PDF
MHAFB_Facility2215_Drawings_Part_2.pdf PDF
MHAFB_Facility2215_Drawings_Part_3.pdf PDF
RFP_W912DW19R0028_MHAFB_Bldg_2215.pdf PDF
MHAFB_Facility2215_Drawings_Part_5.pdf PDF
Show all 35

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

For the best experience, open this PDF portfolio in

Acrobat X or Adobe Reader X, or later.

Get Adobe Reader Now!

http://www.adobe.com/go/reader

D e s ig n d b y

C h e c k e ra w a d F il te

P ro je c t

H

M

IL

L

S m o l

A p v s c ri p ti

Drawing Number:

A B C D E F G H

GUNFIGHTERS

HOME OF THE

COMBAT COMMAND

AIR

DEPARTMENT OF

MOUNTAIN HOME AFB.

THE AIR FORCE

MOUNTAIN HOME

AFB

U.S. AIR FORCE

366 CES/CECD

1030 LIBERATOR ST.

MOUNTAIN HOME AFB, ID

83648-5442

E t F t S tr e u it

-1

.d g e c je c t

B is e I d a h

-7

FILENAME: PLOT DATE: PLOT TIME:2019\04\23 1:19:52 PM

SHEET of

/2

IT

Y

KEY PLAN

N

PLAN TRUE

A C

B D

Q

Z

-8

R

IR

U

O

T

IF

IE

IN

IG

682783

F-120 k

IC

682783_2215F-120.dgn

J

682783682783

GENERAL NOTES

KEYED NOTESX

88 149

-1.

PIPING UPON COMPLETION OF HIS WORK.

ALL AREAS OF THE BUILDING INCLUDING UNDERFLOOR

SHALL PROVIDE COMPLETE AS-BUILT DRAWINGS FOR

FROM THESE EARLIER DOCUMENTS. THIS CONTRACTOR

FOR THIS FACILITY. EXISTING CONDITIONS MAY VARY

SEE ORIGINAL DESIGN DRAWINGS F-120, F-121 AND F-122 B.

BEFORE BEGINNING ANY WORK.

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS A.

AS-BUILT FIRE SUPPRESSION PLAN

NO SCALE

IO

-B

2019-04-29T07:35:23-0600

Price, Ted INC00033148 e c k e d F il je c t s c ri p ti t

S tr e it e c je c t is e I d a h

FILENAME: PLOT DATE: PLOT TIME:2019\04\23 1:21:25 PM

F-121 k

682783_2215F-121.dgn

89 149

2019-04-29T07:36:29-0600

Price, Ted INC00033148 e c k e d F il je c t s c ri p ti t

S tr e it e c je c t is e I d a h

FILENAME: PLOT DATE: PLOT TIME:2019\04\23 1:23:08 PM

F-122 k

682783_2215F-122.dgn

90 149

2019-04-29T07:37:27-0600

Price, Ted INC00033148 e c k e d F il je c t s c ri p ti t

S tr e it

-5 e c je c t is e I d a h

FILENAME: PLOT DATE: PLOT TIME:2019\04\23 1:25:03 PM

F-500

682783_2215F-500.dgn

91 149

NFPA 13, 6.2.9.7.1 REQ.

BE POSTED IN THE SPRINKLER CABINET AND SHALL MEET

D. A LIST OF THE SPRINKLERS INSTALLED IN THE PROPERTY SHALL

FINISHED FLOOR.

C. MOUNT ON WALL NEAR FIRE SPRINKLER RISER AT 5'-0" ABOVE

OF A PARTICULAR TYPE, PROVIDE TWO SPARE SPRINKLERS.

TO EACH TYPE (STYLE AND RATING) IF FEWER THAN SIX

B. THE REQUIRED NUMBER STIPULATED IN NFPA APPLIES

WITH NFPA 13 (2013) 6.2.9.

A. PROVIDE SPARE SPRINKLERS AND CABINETS IN ACCORDANCE

NOTES:

BAR JOIST

BAR JOIST

BEAM CLAMP

& SPACING

SIZED FOR LOAD

HANGER RODS

RING HANGER

ADJUSTABLE

FOR ADDITIONAL INFO.

STRUCTURAL DRAWINGS

FOR BEAMS. REFER TO

BAR JOISTS AND 8" PIPE

UP TO 4" PIPE FOR

LINES.

AT END OF BRANCH

PIPE RESTRAINT

ROOF, FLOOR OR CEILING

HEAD (TYP)

UPRIGHT SPRINKLER

BRANCH LINE

WITH 1" TO 12"

VARIES

REDUCER FITTING

RISER NIPPLE

I-BEAM OR TRUSS

STRAP

RETAINING

CLAMP

BEAM

4" PIPE

ROD UP TO

3/8" THREAD

HANGER

RING

SWIVEL

ADJUSTABLE

4" OR LESS

PIPE DIAMETER

UPRIGHT PENDANT SPRINKLER HEAD

NTS 3

BAR JOIST OR BEAM HANGER

NTS

SPARE SPRINKLER HEAD CABINET

PIPE HANGER WITH RING

CONSTRUCTION.

ADDITIONAL REQUIREMENTS FOR OBSTRUCTED

REFER TO NFPA 13, 8.6.4.1.2 (1) AND EXHIBIT 8.15 FOR

NOTE:

POUNDS

LOADS UP TO 800

FOR CONCENTRIC

(SYMBOL )

LATERAL BRACE AT BEAM

LONGITUDINAL BRACE

FOUR-WAY BRACE

SEISMIC BRACING NOTES

REQUIRED

FASTENER AS

REQUIRED

FASTENER AS

ANY DIRECTION

MAY PIVOT IN

ANY DIRECTION

MAY PIVOT IN

NFPA 13,

ANGLE PER

PIPE CLAMP

SWAY BRACE

PIPE CLAMP FOR

MAIN PIPE

PIPE CLAMP

MAIN PIPE

FITTING

FITTING

BRACE PIPE

1" SCH. 40

BEAMBEAM BEAM

TYPICAL SEISMIC BRACING DETAILS

MAIN PIPEPIPE CLAMP

EXCEED 400 LBS

LOAD NOT TO

AUTOMATIC SPRINKLER SYSTEM

BY A HYDRAULICALLY DESIGNED

THIS BUILDING IS PROTECTED

LOCATION

NO. OF SPRINKLERS

BASIS FOR DESIGN

1. DENSITY

OF DISCHARGE

2. DESIGNED AREA

SYSTEM DEMAND

1. WATER FLOW RATE

3. STATIC PRESSURE

THE RISER

AT THE BASE OF

2. RESIDUAL PRESSURE

CLASSIFICATION

4. OCCUPANCY

5. HOSE STREAM

6. CONTRACTORS NAME

FOR

Yes No ft ft psi gpm psiResidual:

Static:

Original main drain test results:

Location of aux/low point drains:

Location:

Date:

Pitot:

Flow:

Resid:

Static:

Flow test Data:

Date:

Dry or aux systems

Antifreeze systems

Idle pallets:

Hazardous materials:

Other storage:

combustible liquids Flammable/

Solid shelving:

Encapsulation

Aisle width (min)

Max storage ht

Commodity class:

Rack storage:

High-piled storage

Name of contractor or designer:

Phone:

Address:

HYDRAULIC SYSTEM

SPRINKLER SYSTEM - GENERAL INFORMATION

METAL.

CORROSION RESISTANT

SIGNS TO RISERS SHALL BE

E. MATERIAL USED TO ATTACH

METAL.

CORROSION RESISTANT

CONSTRUCTED OF

D. SIGNS SHALL BE

WHITE LETTERING.

C. SIGNS SHALL BE RED WITH

RISER.

SECURED TO THE FIRE

REQUIREMENTS AND

PARAGRAPH 24.6

PROVIDED PER NFPA, 13

SIGN SHALL ALSO BE

B. GENERAL INFORMATION

PARAGRAPH 24.5.

NFPA 13 (2013),

ACCORDANCE WITH

SIGN SHALL BE IN

THE IDENTIFICATION

ALARM VALVE WITH CHAIN.

A. SECURE SYSTEM SIGN TO

NOTES:

(LENGTH VARIES)

1/2" ALL-THREAD ROD

HANGER

CLEVIS

6" TO 8" PIPE

I - BEAM OR TRUSS

SYSTEM IDENTIFICATION SIGNS

PIPE HANGER WITH CLEVIS

SIZES 2" AND UP IS 15'-0".

MAXIMUM HANGAR SPACING FOR STEEL PIPE B.

LOAD NOT TO EXCEED 400 POUNDSA.

DO NOT ATTACH BRACING TO METAL DECKINGE.

PER NFPA 13.

EXCEPTION: PIPE RUNS LESS THAN 12 FEET

LATERAL AND LONGITUDINAL BRACING.

DIRECTION SHALL BE PROVIDED WITH BOTH

EACH RUN OF PIPE BETWEEN A CHANGE IN D.

BY RODS LESS THAN 6" LONG PER NFPA 13.

REQUIRED ON PIPES INDIVIDUALLY SUPPORTED

LATERAL SWAY BRACING SHALL NOT BE C.

NFPA 13.

IS BRACED LATERALLY AND VICE VERSA PER

ARE INSTALLED WITHIN 24" OF PIPING WHICH

TO ACT AS LATERAL BRACES WHERE THEY

LONGITUDINAL BRACES SHALL BE ALLOWEDB.

MODIFIED PIPING.

NFPA 13 (2016 EDITION) FOR ALL NEW OR

SEISMIC BRACING SHALL BE PROVIDED PER A.

2019-04-29T07:38:37-0600

Price, Ted INC00033148 e c k e d F il je c t s c ri p ti t

S tr e it

-9 e c je c t is e I d a h

FILENAME: PLOT DATE: PLOT TIME:2019\04\23 1:28:38 PM

F-901

682783_2215F-901.dgn

FIRE SUPPRESSION PHOTOS

UNDERFLOOR PIPING.

DRAWINGS FOR ALL AREAS OF THE BUILDING INCLUDING

THIS FACILITY. CONTRACTOR SHALL PROVIDE AS-BUILT

NO EXISTING AS-BUILT DRAWINGS ARE AVAILABLE FOR B.

MECHANICAL.

RAISED TO NEW CEILING HEIGHT. COORDINATE WITH

LOW-LYING SPRINKLER LINES TO BE REMOVED AND 1.

92 149

A.1

A.2 A.4

A.3 A.5

A.6

A.7

FIRE RISER

NTS NTS

NTS NTS

FS ID TAG 1 FS ID TAG 3

FS ID TAG 2 FS ID TAG 4

MECH RM SPRINKLERS

MECH RM LOW SPRINKLER SECTION

A.2

A.3

A.4

A.5

6" FIRE RISER 4" FIRE RISER

2019-04-29T07:39:29-0600

Price, Ted INC00033148

2 3 4 e c k e d F il je c t s c ri p ti t

S tr e it e c je c t is e I d a h

FILENAME: PLOT DATE: PLOT TIME:2019\04\24 12:02:13 PM

VEST

OFFICE

VAULT

CRYPTO

EXEC

OSS CC

UFC

SEC ADMINADMIN

BRF

WCCS AREA

VAULT

SECURE

OPER

COMP

MUNS

AFE

CHEM

HAZ

BENC

MAIN SHOP

MAIN SHOP

ID

CORRIDORCORRIDOR

WALKWAY

STORAGE

AUDITORIUM

ROOM

MECHANICAL

ELECTRICAL

STORAGE

SERE

FLT CHF

SUPT

SAD

COMMON AREA

INTEL

PLANNING

INTEL

OSK

MOM

MEN

WOMEN

JAN

CONFERENCE

GLO

OFC

GLO

SGT

1STUMP

PLN

MSN

STOR

ADMIN

DO

COMM

SQ

TRNG

TRNG

PHYSIO

AERO

HARMSERE

CONFERENCE

MAIN

MAN

AERO

STOR

UDM

CONTROL

CONFERENCE OPS

RANGE

WOMEN

JAN

CORRIDOR

103102

113 114 115

106 107

119 120

122 124

126125

2 174 175

176 178

185 186

188 189

170 171

FLT/CC

OSO

MGR

P5

CHAPLAIN

OSOTSCHED

AIR SPACE

HARM

HERITAGE

CVN 1

CVN 2 CVN 3

CVN 4

CVN 5

CVN 7

CVN 6

V

ROOM 1

ROOM 2

CVN 10

ROOM 3

CVN 9

MEN

PARA ROOM

TRAINING

F-110 k

682783_2215F-110.dgn

1/16" = 1'-0"

OVERALL FIRE SUPPRESSION PLAN

3 6

12 12

EXISTING 4" AND 6" FIRE LINES TO REMAIN

LOCATIONS.

EXISTING. REFER TO CIVIL PLAN FOR EXACT

FIRE HYDRANT & POST INDICATOR VALVE,

87 149

6" UNDERGROUND PIPING

MECHANICAL ROOM WALLS.

NO FIRE RATING ON EXISTING ELECTRICAL OR 13.

NEW CEILING TILE. REFER TO ARCHITECTURAL PLANS.

HEADS. ALL NEW HEADS SHALL BE RE-CENTERED IN

REPLACED INCLUDING BELOW FLOOR SPRINKLERS

SPRINKLER HEADS FOR THE ENTIRE BUILDING SHALL BE 12.

BE REMOVED.

INFORMATION OF EXISTING HALON SYSTEM THAT IS TO

SEE NOTE 13 ON SHEET MD-101 FOR ADDITIONAL 11.

ACCOMMODATE THE NEW WALL.

PLACEMENT BELOW THE FLOOR AS REQUIRED TO

CONTRACTOR SHALL MODIFY SPRINKLER HEAD

BELOW THE FLOOR TO THE ROOF STRUCTURE.

LIMITS OF 1 HOUR RATED WALL THAT EXTEND FROM 10.

BASKETS OVER THE SPRINKLER HEADS.

AREA HAS UNDERFLOOR SPRINKLERS WITH PROTECTIVE

INDICATES THE BOUNDARIES OF THE RAISE FLOOR AREA. 9.

PIPING TO REMAIN AS IS. SEE PHOTO A.1 ON F-901.

EXISTING FIRE RISER IN THIS APPROXIMATE LOCATION. 8.

DEMOLISHED. SEE IN PHOTO A.6 AND A.7 ON F-901.

UNDER EXISTING DUCTWORK THAT IS BEING

EXISTING FIRE SUPPRESSION PIPING RUNNING LOW 7.

RESTROOM LAYOUT.

FIRE SUPPRESSION PIPING TO ACCOMMODATE THE NEW

EXISTING RESTROOM AREA TO BE REVISED. REVISE 6.

250 SQFT.

OF 0.1 GPM/2000 SQUARE FEET. APPROX. TOTAL AREA IS

SPRINKLER SYSTEM AS A LIGHT HAZARD AT A DENSITY

SPRINKLER NEW EXIT CORRIDOR WITH A WET PIPE 5.

1700 SQFT.

OF 0.1 GPM/2000 SQUARE FEET. APPROX. TOTAL AREA IS

SPACES. SPRINKLER AS A LIGHT HAZARD AT A DENSITY

PIPE SPRINKLER SYSTEM AS REQUIRED TO SERVE

INCLUDING PIPE SUPPORTS. EXTEND EXISTING WET

SYSTEM THAT IS TO BE COMPLETELY REMOVED

REMNANTS OF A HALON BASED FIRE SUPPRESSION

FIRE SPRINKLER SYSTEM. EXISTING AREA HAS

EXISTING SECURED AREA CURRENTLY HAS NO WET PIPE 4.

RESTROOM LAYOUT.

SUPPRESSION PIPING TO ACCOMMODATE THE NEW

RESTROOM AREA TO BE REVISED. REVISE FIRE 3.

NFPA 13.

PROVIDE SPRINKLERS IN SKYLIGHT AS REQUIRED PER

SHALL BE ADJUSTED TO FIT AROUND NEW SKYLIGHT.

ADJUST PIPING FOR REVISED HERITAGE ROOM. PIPING 2.

ORDINARY HAZARD OF 0.20 GPM/2500 SQUARE FEET.

DENSITY OF SPRINKLERS IS CAPABLE OF SERVING AN

NEW MECHANICAL EQUIPMENT IN ROOM. VERIFY THAT

PIPING IN MECHANICAL ROOM SHALL BE MODIFIED FOR 1.

VALVE, SEE DRAWING P-116

SANITARY SEWER BACKWATER

THE INSTALLATION OF THE NEW

AS REQUIRED TO ACCOMODATE

BELOW FLOOR SPRINKLER PIPING

VALVE. REMOVE AND REPLACE

LOCATION OF NEW BACKWATER

VALVE, SEE DRAWING P-118

SANITARY SEWER BACKWATER

THE INSTALLATION OF THE NEW

AS REQUIRED TO ACCOMODATE

BELOW FLOOR SPRINKLER PIPING

VALVE. REMOVE AND REPLACE

LOCATION OF NEW BACKWATER

GPM PER SQUARE FOOT WITH A DESIGN

DESIGNED AS ORDINARY HAZARD OF 0.20

ROOM. THE ELECTRICAL ROOM SHALL BE

REQUIRED TO SERVE THE ELECTRICAL

WET PIPE SPRINKLER SYSTEM AS

HAS NO FIRE SPRINKLERS. EXTEND THE

EXISTING ELECTRICAL ROOM CURRENTLY

REGARDING LEAD-BASED PAINT ON PIPING.

ASSESSMENT INFORMATION FOR INFORMATION

REFER TO SECTION 00 31 24 ENVIROMENTAL D.

FLOOR.

ENTIRE BUILDING BOTH ABOVE CEILING AND BELOW

REPLACE ALL SPRINKLER HEADS THROUGHOUT THE C.

PIPING UPON COMPLETION OF THIS WORK.

13 13

2019-04-29T07:34:00-0600

Price, Ted INC00033148

File details come from the government source that posted it. Updated .