Attachment 3 - Repair CE open Storage DWG.pdf

PDF 5 MB Posted

Attached to
Repair CE Open Storage Canopy Federal contract opportunity
Solicitation number
FA301021R0002
Issued by
Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI ·

This solicitation is for a construction project to repair an open storage canopy at Keesler Air Force Base. The project scope includes demolishing existing structures and installing a new roof system. The estimated value is between $500,000 and $1,000,000. This opportunity is set aside for Service-Disabled Veteran-Owned Small Businesses. An organized site visit will be held on February 4, 2021 for contractors to gain access to the base. Face coverings are required, and those without masks will be denied entry. Contractors must submit their price proposals in Section B of the solicitation and acknowledge all amendments. Proposals will be evaluated based on the factors specified in Sections L and M.

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Other files for this federal contract opportunity

Other files attached to Repair CE Open Storage Canopy, newest first.
File Type Posted
Solicitation Amendment FA301021R00020001 SF 30.pdf PDF
Attachment 10 - Questions and Answers.pdf PDF
Site Visit Sign In 4 Feb 21.pdf PDF
Attachment 7 - Past Performance Reference List.pdf PDF
Attachment 8 - SF 1444.pdf PDF
Attachment 9 - Notice of Compliance.pdf PDF
Attachment 1 - Repair CE open Storage SOW.pdf PDF
Attachment 4 - AF 66.xlsx XLSX spreadsheet
Attachment 5 - Wage Det MS20200050.pdf PDF
Solicitation - FA301021R0002.pdf PDF
Attachment 2 - Repair CE open Storage Specs.pdf PDF
Attachment 6 - Past Performance Questionnaire.pdf PDF
Show all 12

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VICINITY MAP

SITE

LOCATION

BILOXI, MISSISSIPPI

KEESLER AIR FORCE BASE

FOR

SHEET INDEX

REPAIR CE OPEN STORAGE

LOCATION MAP

AUGUST 28, 2020

T100 TITLE SHEET

A101 ARCHITECTURAL DETAILS

S001 DESIGN CRITERIA, NOTES, LEGEND AND ABBREVIATIONS

SD100 DEMOLITION ROOF FRAMING PLAN

S100 ROOF FRAMING PLAN

S200 DEMOLITION AND NEW BUILDING SECTION

S300 DETAILS

E000 ELECTRICAL LEGEND AND DETAILS

E101 ELECTRICAL DEMOLITION

E201 NEW ELECTRICAL PLAN

SITE

LOCATION

ALL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO QUANTIFY THE

MATERIALS SPECIFIED AND INDICATE THEIR INTENDED RELATIONSHIP TO EACH

OTHER. THE DRAWINGS ARE NOT TO BE SCALED. THE VARIOUS SCALES USED ON

THE DRAWINGS MAY NOT ALLOW FOR ALL FITTINGS, OFFSETS, AND ACCESSORIES

THAT MAY BE REQUIRED TO COMPLETE THE WORK. THE CONTRACTOR SHALL

CAREFULLY INVESTIGATE THE CONDITIONS THAT WOULD AFFECT THE WORK TO BE

PERFORMED AND SHALL ARRANGE SUCH WORK AS NECESSARY TO COMPLY WITH

THE INTENT OF THE CONSTRUCTION DOCUMENTS.

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MISSISSIPPI

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REPAIR CE OPEN STORAGE

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KEESLER AIR FORCE BASE,

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SEAL

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SHEET TITLE

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MRC

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28 AUGUST 2020

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CONSULTANT

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DATE

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DESIGN BY

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JOB NUMBER

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CONSULTANT

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JOB NUMBER

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SIMPKINS & COSTELLI, INC.

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OF 10 SHEETS

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SHEET NUMBER

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RSS

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DRAWN BY

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MRC

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CHECKED BY

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ORIGINAL SHEET SIZE

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MAHG171030

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TITLE SHEET

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SCALE: NOT TO SCALE

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NORTH

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SCALE: N.T.S.

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NORTH

A B C D E F G H

A101

1/ 4"

1'

-0

1/ 4"

1'

-0

1/ 4"

1'

-0

1/ 4"

1'

-0

1/ 4"

1'

-0

1/ 4"

1'

-0

A101

DS DS DS DS DS DS DS DS

DS DS DS DS DS DS DS DS

PRE-FINISHED STANDING

SEAM METAL ROOF

PRE-FINISHED 6"X6"

ALUMINUM GUTTER AND

6"X4" DOWNSPOUT (TYP)

PRE-FINISHED STANDING

SEAM METAL ROOF

PRE-FINISHED 6"X6"

ALUMINUM GUTTER AND

6"X4" DOWNSPOUT (TYP)

FINISH FLOOR

0"

B.O.S.

18' - 6"

1 2 3

A101

A101

1/4" / 1'-0"1/4" / 1'-0"

PRE-FINISHED STANDING

SEAM METAL ROOF

ICE AND WATER SHIELD

1/2" COVER BOARD

METAL DECK, SEE STRUCT

STEEL JOIST, SEE STRUCTEXISTING STEEL BEAM, SEE STRUCT

12"x30" SPLASH

BLOCK

12"x30" SPLASH BLOCK

PRE-FINISHED 6"X6"

ALUMINUM GUTTER AND

6"X4" DOWNSPOUT (TYP)

1/4" / 1'-0"

PRE-FINISHED STANDING

SEAM METAL ROOF

ICE AND WATER SHIELD

METAL DECK, SEE

STRUCT

PRE-FINISHED RIDGE

FLASHING

1/2" COVER BOARD

EXISTING STEEL

BEAM, SEE STRUCT

1/4" / 1'-0"

3PRE-FINISHED STANDING

SEAM METAL ROOF

ICE AND WATER SHIELD

1/2" COVER BOARD

PRE-FINISHED 6"X6"

ALUMINUM GUTTER AND

6"X4" DOWNSPOUT (TYP)

EXISTING STEEL BEAM,

SEE STRUCT

EXISTING STEEL COLUMN

BEYOND, SEE STRUCT

METAL DECK, SEE STRUCT

1/4" / 1'-0"

H

PRE-FINISHED STANDING

SEAM METAL ROOF

ICE AND WATER SHIELD

1/2" COVER BOARD

EXISTING STEEL BEAM,

SEE STRUCT

METAL DECK, SEE STRUCT

STEEL JOIST, SEE STRUCT

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OF 10 SHEETS

SHEET NUMBER

CL

28 AUGUST 2020

CONSULTANT

DATE

DESIGN BY

JOB NUMBER

CONSULTANT

JOB NUMBER

SIMPKINS & COSTELLI, INC.

CLDRAWN BY

JKOCHECKED BY

22"x34"ORIGINAL SHEET SIZE

L P K a r c h i t e c t s

These documents are the sole property of LPK Architects P.A. and are not to reused. Any alterations, revisions or reuse of these documents without the written consent of LPK Architects P.A. will result in all sureties and responsibilities for the entire project becoming null and void.

LPK ARCHITECTS, P.A. 821 22ND AVENUE P.O. BOX 630

MERIDIAN, MISSISSIPPI 39302

P : 6 0 1 . 6 9 3 . 9 9 9 0 F : 6 0 1. 6 9 3 . 8 6 4 0 copyright LPK Architects, P.A.

AR

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IT

EC

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AI

LS

A101

3/32" = 1'-0"1 ROOF PLAN

3/16" = 1'-0"2 SECTION

1 1/2" = 1'-0"3 DETAIL

1 1/2" = 1'-0"4 DETAIL

1 1/2" = 1'-0"5 DETAIL

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MISSISSIPPI

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REPAIR CE OPEN STORAGE

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KEESLER AIR FORCE BASE,

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SEAL

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SHEET TITLE

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MRC

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28 AUGUST 2020

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CONSULTANT

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DATE

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DESIGN BY

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CONSULTANT

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JOB NUMBER

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SIMPKINS & COSTELLI, INC.

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OF 10 SHEETS

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SHEET NUMBER

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RSS

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DRAWN BY

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MRC

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CHECKED BY

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ORIGINAL SHEET SIZE

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MAHG171030

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DESIGN CRITERIA, NOTES, LEGEND, AND ABBREVIATIONS

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GENERAL:

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AutoCAD SHX Text ALL DRAWINGS (ARCHITECTURAL, STRUCTURAL, CIVIL, PLUMBING, MECHANICAL, ELECTRICAL, ETC.) AND THE SPECIFICATIONS ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION WITH EACH OTHER TO OBTAIN COMPLETE CONSTRUCTION INFORMATION.

AutoCAD SHX Text NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED OR BURNED UNLESS PREVIOUSLY APPROVED BY THE ENGINEER OF RECORD. CONTRACTOR SHALL NOT CUT OR PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF THE LOAD CARRYING CAPACITY OR THE LOAD/DEFLECTION RATIO.

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AutoCAD SHX Text STRUCTURAL DESIGN IS BASED ON DIMENSIONS SHOWN ON STRUCTURAL PLANS. IF ANY DIMENSIONAL DISCREPANCIES ARE FOUND BETWEEN STRUCTURAL PLANS AND PLANS OF OTHER DISCIPLINES, CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD FOR RESOLUTION.

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AutoCAD SHX Text THE STRUCTURAL NOTES DEFINE GENERAL DESIGN AND MATERIAL REQUIREMENTS AND ARE INTENDED TO SUPPLEMENT, BUT NOT REPLACE THE PROJECT SPECIFICATIONS.

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DESIGN CRITERIA:

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2. SEISMIC PER IBC

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SITE CLASS

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CODES AND STANDARDS:

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LOADING (LOAD FACTORS NOT INCLUDED):

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DESIGN CONCEPT:

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10 PSF

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20 PSF (WITH CODE ALLOWED REDUCTIONS)

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0 PSF

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149 MPH

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D (ASSUMED)

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%%P 0.0 (OPEN)

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IMPORTANCE FACTOR

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SEISMIC DESIGN CATEGORY

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BASIC SEISMIC FORCE RESISTING SYSTEM

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DESIGN BASE SHEAR

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5.8 KIPS

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SEISMIC RESPONSE COEFFICIENT

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RESPONSE MODIFICATION FACTOR

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ANALYSIS PROCEDURE

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SIMPLIFIED

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LOCATION

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ZONE

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WIND PRESSURE

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ROOF

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AutoCAD SHX Text EXISTING OPEN STORAGE SUPER STRUCTURE WILL BE REPAIRED AND NEW ROOF FRAMING ADDED IN PLACE OF DEMOLISHED EXISTING. NEW ROOF FRAMING AND DECK WILL MEET CURRENT CODE LOADINGS.

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INTERNATIONAL BUILDING CODE 2018 EDITION.

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AISC MANUAL OF STEEL CONSTRUCTION FIFTEENTH EDITION.

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SJI RECOMMENDED CODE OF STANDARD PRACTICE.

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AWS LATEST EDITION.

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ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

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GRAVITY LOADS

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ROOF LOADS

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DEAD LOAD

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LIVE LOAD

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LATERAL LOADS

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WIND PER IBC

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BASIC WIND SPEED ------------

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IMPORTANCE FACTOR -----------

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WIND EXPOSURE --------------

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GROUND SNOW LOAD

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INTERNAL PRESSURE COEFFICIENTS

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COMPONENTS AND CLADDING PRESSURE

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RISK CATEGORY --------------

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STEEL ORDINARY MOMENT FRAMES

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STEEL:

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MATERIAL:

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ALL PLATES, SHAPES (EXCEPT W-SHAPES) AND BARS SHALL CONFORM TO ASTM A572,

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ALL STRUCTURAL FASTENERS SHALL BE 3/4"%%C A325 HIGH STRENGTH BOLTS (HSB).

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SEE ALSO DIVISION 5 OF SPECIFICATIONS.

AutoCAD SHX Text ALL STEEL WORK SHALL BE PERFORMED ACCORDING TO THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SHALL CONFORM TO A.W.S.D.1.1.

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STEEL JOISTS:

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ALL WORK SHALL COMPLY WITH THE LATEST PROVISIONS OF SJI.

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JOIST SHALL BE DESIGNED FOR THE FOLLOWING NET WIND UPLIFTS.

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A. ALL ZONES

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SEE ALSO DIVISION 5 OF SPECIFICATIONS.

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STEEL ROOF DECK:

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ROOF DECK SHALL BE 1-1/2" INTERMEDIATE RIB 20 GAGE GALVANIZED. THE ROOF

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DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:

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THE ROOF DECK SHALL BE A FACTORY MUTUAL APPROVED DECK.

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THE ROOF DECK ATTACHMENT (UNLESS OTHERWISE DETAILED):

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SUPPORTS: HILTI X-HSN-24 (36/7 PATTERN) OR APPROVED EQUAL

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SIDELAPS: S-SLC 01 M HWH SIDELAP CONNECTOR @ 12" O.C. OR APPROVED EQUAL

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SEE ALSO DIVISION 5 OF SPECIFICATIONS.

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0.151 IN4/FT

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0.139 IN3/FT

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0.148 IN3/FT

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ALL ZONES:

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DIMENSION ROUNDED UP TO NEAREST 1/16"

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DIMENSION ROUNDED DOWN TO NEAREST 1/16"

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LEGEND:

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INDICATES NOMINAL TOP OF COLUMN

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INDICATES SECTION NUMBER

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INDICATES SHEET SECTION DRAWN ON

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INDICATES SHEET SECTION CUT ON

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XX

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XXX

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ABBREVIATIONS:

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TOP OF CONCRETE

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ABOVE FINISH FLOOR

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BOTTOM OF STEEL

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EXPANSION JOINT

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SAWN JOINT

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TOP OF FOOTING

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EACH FACE

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TOP OF MASONRY

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EACH WAY

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TOP OF JOIST

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CONTINUOUS

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CONSTRUCTION JOINT

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EDGE OF FOUNDATION

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CONT.

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TOP OF STEEL

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TOP OF WALL

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UNLESS NOTED OTHERWISE

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DEFORMED BAR ANCHOR

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ANGLE

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STEEL JOIST INSTITUTE

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ON CENTER

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FOUNDATION NOTES:

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THE ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF.

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100 PLF

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33 KSI

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COMPONENTS AND CLADDING DIAGRAM

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BOTTOM CHORD BRACE

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BCB

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ALL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy=50 KSI.

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B.O.S. = 18'-6" (FIELD VERIFY)= 18'-6" (FIELD VERIFY)

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B.O.S. = 18'-6" (FIELD VERIFY)= 18'-6" (FIELD VERIFY)

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B.O.S. = 19'-3" (FIELD VERIFY)= 19'-3" (FIELD VERIFY)

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EXISTING ROOF TO BE REMOVED IN ITS ENTIRETY

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EXISTING HORIZONTAL BRACING TO BE REMOVED (TYPICAL)

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EXISTING BRACING TO BE REMOVED, TYPICAL

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JOIST AND BRIDGING IN THIS BAY COLLAPSED

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JOIST AND BRIDGING IN THIS BAY HAVE STARTED TO COLLAPSE

AutoCAD SHX Text DEMOLITION NOTES: 1. REMOVE EXISTING BUILT UP ROOF AND SUBSTRATE IN ITS ENTIRETY. REMOVE EXISTING BUILT UP ROOF AND SUBSTRATE IN ITS ENTIRETY. 2. REMOVE PERIMETER PLATE/ANGLES. REMOVE PERIMETER PLATE/ANGLES. 3. REMOVE ALL OPEN WEB JOIST, BRIDGING AND BRACING. REMOVE ALL OPEN WEB JOIST, BRIDGING AND BRACING. 4. REMOVE DAMAGED MAIN FRAME BEAMS AS INDICATED ON PLAN.REMOVE DAMAGED MAIN FRAME BEAMS AS INDICATED ON PLAN.

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MISSISSIPPI

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REPAIR CE OPEN STORAGE

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KEESLER AIR FORCE BASE,

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SEAL

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MRC

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28 AUGUST 2020

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SIMPKINS & COSTELLI, INC.

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OF 10 SHEETS

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MRC

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ORIGINAL SHEET SIZE

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MAHG171030

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DEMOLITION ROOF FRAMING PLAN

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SD100

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

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JOIST BRIDGING PER SJI

AutoCAD SHX Text 1i"F20 GA. GALV STEEL DECK

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UPLIFT BRIDGING PER SJI

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B.O.S. = 18'-6" (FIELD VERIFY)= 18'-6" (FIELD VERIFY)

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B.O.S. = 18'-6" (FIELD VERIFY)= 18'-6" (FIELD VERIFY)

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B.O.S. = 19'-3" (FIELD VERIFY)= 19'-3" (FIELD VERIFY)

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KEESLER AIR FORCE BASE,

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MRC

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SIMPKINS & COSTELLI, INC.

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ORIGINAL SHEET SIZE

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AutoCAD SHX Text B.O.S. = 19'-3"

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DEMOLITION SECTION

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

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SD100

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EXISTING ROOF TO BE REMOVED IN ITS ENTIRETY

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EXISTING STEEL JOIST TO BE REMOVED

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EXISTING HORIZONTAL BRACING TO BE REMOVED (TYPICAL)

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EXISTING W12 TO REMAIN

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AutoCAD SHX Text B.O.S. = 19'-3"

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NEW SECTION

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

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SIMPKINS & COSTELLI, INC.

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NOTE: REPLACE ANY DETERIORATED BOLTS AS REQUIRED.

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MISSISSIPPI

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KEESLER AIR FORCE BASE,

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SEAL

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MRC

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28 AUGUST 2020

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SIMPKINS & COSTELLI, INC.

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DETAILS

S300

LIGHTING

SWITCHES

DEVICES SWITCHGEAR

CONDUIT AND WIRE

ELECTRICAL CONSULTANTS, PLLC

14116 CUSTOMS BLVD., SUITE #111

GULFPORT, MISSISSIPPI 39503

228.822.8000 - FAX 228.206.3000

WEC PROJECT #: 20-SCE-02

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MARK LAMPS MOUNTING DESCRIPTION MANUFACTURER EQUALS

L8

LED SURFACE CEILING

LED, 8' SURFACE WRAP, VAPORTITE

LITHONIA FEM-L96-20000LM-LPPCL-WD-MVOLT-GZ10-40K-90CRI-WLF

PHILIPS, WILLIAMS, HUBBELL, COOPER, LSI

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LED SURFACE CEILING

LED, 8' SURFACE WRAP, VAPORTITE, W/ EMERGENCY

LITHONIA FEM-L96-20000LM-LPPCL-WD-MVOLT-GZ10-40K-90CRI-E10WMCP-WLF

PHILIPS, WILLIAMS, HUBBELL, COOPER, LSI

NOTE: LUMINAIRES WITH "E" DESIGNATION SHALL HAVE INTEGRAL EMERGENCY BALLAST. CONNECT EMERGENCY BALLAST ONLY AHEAD OF ANY SWITCHING. NORMAL BALLAST TO BE SWITCHED AS INDICATED, UNLESS NOTED OTHERWISE.

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EXISTING LIGHT AND POWER PANELBOARD TO REMAIN

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JUNCTION BOX

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ELECTRICAL LEGEND

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GROUND CONDUCTORS IN CONDUIT

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CIRCUIT CONDUCTORS IN CONDUIT

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EXISTING CONDUIT TO BE REMOVED

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CONDUIT EXPOSED

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CONDUIT DOWN

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CONDUIT UP

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FLEXIBLE CONDUIT, SEALTITE AT WET LOCATIONS

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CIRCUIT HOMERUN TO PANEL BOARD.

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XX-XX

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XX-XX DENOTES PANEL NAME AND CIRCUIT NUMBER

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CONTINUATION OF CONDUIT RUN

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EXISTING SURFACE MOUNT FIXTURE TO BE REMOVED

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MOUNT ALL DEVICES AT +48" AFF, UNLESS NOTED OTHERWISE.

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TWP

AutoCAD SHX Text SINGLE POLE TIMER SWITCH W/ WEATHERPROOF COVER - 20A, 120/277V, +48" AFF, UNLESS NOTED

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EXISTING DUPLEX RECEPTACLE TO BE REMOVED

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NEW SURFACE MOUNT LED FIXTURE

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WR

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EXISTING JUNCTION BOX TO BE REMOVED

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"NL" - EQUALS NIGHT LIGHT, 24 HOUR OPERATION.

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MISSISSIPPI

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REPAIR CE OPEN STORAGE

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KEESLER AIR FORCE BASE,

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SEAL

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SHEET TITLE

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20-SCE-02

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GPW

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28 AUGUST 2020

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CONSULTANT

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DATE

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DESIGN BY

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JOB NUMBER

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CONSULTANT

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SIMPKINS & COSTELLI, INC.

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OF 3 SHEETS

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SHEET NUMBER

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JWH

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DRAWN BY

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GPW

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CHECKED BY

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ORIGINAL SHEET SIZE

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MAHG171030

AutoCAD SHX Text 8/28/20

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ELECTRICAL LEGEND AND LUMINAIRE SCHEDULE

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ELECTRICAL CONSULTANTS, PLLC

14116 CUSTOMS BLVD., SUITE #111

GULFPORT, MISSISSIPPI 39503

228.822.8000 - FAX 228.206.3000

WEC PROJECT #: 20-SCE-02

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EXISTING 480/27V LIGHTING PANEL TO REMAIN

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WR

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DEMOLISH TO JUNCTION BOX AT EXTERIOR OF EXISTING BUILDING

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DEMOLISH TO EXISTING BUILDING BELOW

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DEMOLISH AND REMOVE ALL EXISTING 277V CIRCUIT AND CONDUITS

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DEMOLISH AND REMOVE ALL EXISTING 120V CIRCUIT AND CONDUITS

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EXISTING JUNCTION BOX ON SIDE OF PORTABLE BUILDING

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EXISTING CONDUIT TO REMAIN. DEMOLISH EXISTING WIRING.

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MISSISSIPPI

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REPAIR CE OPEN STORAGE

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KEESLER AIR FORCE BASE,

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SEAL

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SHEET TITLE

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20-SCE-02

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GPW

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28 AUGUST 2020

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CONSULTANT

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DATE

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DESIGN BY

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JOB NUMBER

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CONSULTANT

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SIMPKINS & COSTELLI, INC.

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OF 3 SHEETS

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JWH

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DRAWN BY

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GPW

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CHECKED BY

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ORIGINAL SHEET SIZE

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MAHG171030

AutoCAD SHX Text 8/28/20

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ELECTRICAL DEMOLITION PLAN

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ELECTRICAL DEMOLITION PLAN

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

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PLAN NORTH

Sheets and Views
2006 REPAIR CE OPEN STORAGE STRUCTURAL-T100
2006 REPAIR CE OPEN STORAGE STRUCTURAL-S001
2006 REPAIR CE OPEN STORAGE STRUCTURAL-SD100
2006 REPAIR CE OPEN STORAGE STRUCTURAL-S100
2006 REPAIR CE OPEN STORAGE STRUCTURAL-S200
2006 REPAIR CE OPEN STORAGE STRUCTURAL-S300
KAFB - CE Open Repair A101 Stamped.pdf
Sheets
A101 - Unnamed
20-SCE-02 EPLANS-100% 2020-08-27.pdf
20-SCE-02 EPLANS-E000.pdf
Sheets and Views
E000
20-SCE-02 EPLANS-E101.pdf
Sheets and Views
E101

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