Addendum 2 Revised Plans.pdf

PDF 1 MB Posted Oct 6, 2023

Attached to: JACKSONVILLE INTERNATIONAL TRAP BUNKER & FIELD
Solicitation number: ITB-06775
Issued by: Duval County, Florida

About this file

Written by GovTribe AI · Jul 30, 2024

This document is an Addendum to a Solicitation for the Jacksonville International Trap Bunker & Field project from the Florida Fish and Wildlife Conservation Commission. The addendum provides revisions to the previously issued plans, including changes to dimensions, materials, and the addition of a lag expansion shield and roofing products list. The original solicitation seeks competitive bids for the construction of a new international trap bunker and field. Responses to the solicitation are due no later than 3:00 PM ET on November 1, 2023.

The revised plans include updates to the foundation plan, roof framing plan, trap machine mounting bracket details, lag bolt installation, and other miscellaneous changes. The project is located in Jacksonville, Florida, and is funded by the state of Florida. No additional details are provided regarding pricing terms, set-asides, incumbents, or funding sources.

View the file

Other files

File	Type	Posted
FWC 22.23-126C ITB-Final.pdf	PDF	Oct 6, 2023
Jacksonville Geotech report.pdf	PDF	Oct 6, 2023
Addendum 1 Q&A.pdf	PDF	Oct 6, 2023
FWC 22.23-126C Terms and Conditions Final.pdf	PDF	Oct 6, 2023

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Florida Fish and Wildlife Conservation Commission

Commissioners Rodney Barreto Chairman Coral Gables

Steven Hudson Vice Chairman Fort Lauderdale

Gary Lester Oxford

Albert Maury Coral Gables

Gary Nicklaus Jupiter

Sonya Rood St. Augustine

Robert A. Spottswood Key West

Office of the Executive Director Dr. Thomas H. Eason Acting Executive Director

Jessica Crawford Chief of Staff

850-487-3796

850-921-5786 FAX

Managing fish and wildlife resources for their long-term well-being and the benefit of people.

620 South Meridian Street Tallahassee, Florida 32399-1600 Voice: 850-488-4676

Hearing/speech-impaired:

800-955-8771 (T) 800 955-8770 (V)

MyFWC.com

DATE: OCTOBER 26, 2023

ADDENDUM NO.: 2

BID NO.: FWC 22/23-126C

BID TITLE: JACKSONVILLE INTERNATIONAL TRAP BUNKER & FIELD

UPDATE: PLAN REVISIONS

The enclosed addendum has been issued for consideration in the preparation of your response to the Florida Fish and Wildlife Conservation Commission’s (FWC) Solicitation No. FWC 22/23-126C, “JACKSONVILLE INTERNATIONAL TRAP

BUNKER & FIELD”.

All responses to the subject solicitation must be received no later than 3:00 PM (ET) on Wednesday, November 1, 2023.

A response received after the exact time specified will not be considered.

Failure to file a protest within the time prescribed in Section 120.57(3), Florida Statutes (F.S.), or failure to post the bond or other security required by law within the time allowed for filing a bond shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. Written notices, formal requests and proceedings must conform with the requirements set forth in Chapter 28-110, Florida Administrative Code (F.A.C.). Protests must be filed with the Purchasing Office, Fish and Wildlife Conservation Commission, 1875 Orange Avenue East, Tallahassee, Florida 32311-6160 within the time prescribed in Section 120.57(3), F.S. and Chapter 28-110, F.A.C.

Sincerely, Joshua Stringer, FWC Procurement Manager

FWC SOLICITATION ADDENDUM 2

BEGIN ADDENDUM

ALL PLANS ATTACHED

Sheet S-101: 1. Added dimension 2. Revised dimension 3. Revised material – from sod to synthetic turf.

Sheet S-102: 1. Added lag expansion shield for lag bolt into concrete bunker.

Sheet S-104: 1. Revised material – from sod to synthetic turf.

Sheet S-105: 1. Added note that steel pipes are to be galvanized.

Sheet S1.1: 1. Added note to prime and paint overhead shade structure. 2. Added roofing products list.

Sheet S1.2: 1. Revised note. 2. Added note to waterproof all exterior surfaces below grade.

END ADDENDUM

F7 F7 F7F5.5 F5.5

16' - 4 1/2" 16' - 4 1/2" 16' - 4 1/2" 16' - 4 1/2"

65' - 6"

S1.1

T/ FTG EL = 1'-0"

MIN BELOW

GRADE

SS8X

6X 5/

Y P)

C x .2

O C

Y P

T/ CHANNEL

EL = 11'-0"

T/ CHANNEL

EL = 12'-8"

S1.1

6" 6"

S1.1

S1.19

/8 "1

ROOFING PRODUCTS:

FL11819 BATTENLOK HS 22 AND 24 GA ROOFS, 12" AND 16" WIDE.

FL11819 DOUBLELOK 22 AND 24 GA ROOFS, 12", 18 AND 24" WIDE.

FL11819 SUPERLOK 22 AND 24 GA ROOFS, 12" AND 16" WIDE.

FL11819 ULTRADEK 22 AND 24 GA ROOFS, 12", 18 AND 24" WIDE.

FL11868 PBR 22, 24 AND 26 GA ROOFS.

FL11868 PBR 26 GA ROOFS.

FL16376 LS-36 IMP ROOF PANEL.

FL7766 CFR IMP ROOF PANEL (42" MAX WIDTH, 24/26 GA MIN.

ANCHOR RODS

& BASE PL PER

HSS COL

PER PLAN

2" MIN

S E

E S

C H

E D

NOTE: "*" DENOTES 1"

NON-SHRINK GROUT (MIN)

FOOTING SCHED

SIZE & REINF PER

WWF PER

PLAN

ENCASE COL IN

CONC BELOW

GRADE (TYP)

P L

A N

S E

CL COL & FTG

E M

B E

T/SLAB EL

PER PLAN

T/FTG EL

PER PLAN

4/S1.1

T Y

1' - 0"

BASE PLATE DETAIL

PL 1" W/ (6)-3/4"Ø GRADE A55

ASTM F1554 ANCHOR RODS W/

12" MIN EMBED (TYP)

STL COL

PER PLAN

CJP

STL BEAM

PER PLAN

3/8" STIFF PL EA

SIDE OF BEAM

ROOF DECKING

STL CHANNEL

PER PLAN

T/ CHANNEL EL

PER PLAN

3/16 4

STL CHANNEL

PER PLAN

STL BEAM

PER PLAN

ROOF DECKING

3/16 4

STL CHANNEL

PER PLAN

STL BEAM

PER PLAN

T/ CHANNEL EL

VARIES

ROOF DECKING

PLAN

SEE

NOTES:

1. SEE FOR GENERAL NOTES AND DESIGN CRITERIA.

2. ALL ELEVATIONS ARE BASED ON A DATUM T/ EXISTING GRADE ELEVATION OF 0'-0". COORD

ACTUAL ELEVATION W/ EXIST CONDITIONS.

3. F# DENOTES FOOTING TYPE. SEE SCHEDULE ON THIS SHEET FOR FOOTING SIZE & REINF.

4. GC TO PRIME AND PAINT ENTIRE EXTERIOR OF STRUCTURE. COLOR TO BE SELECTED BY

OWNER.

S0.1

11651 Central Pkwy.

Suite 106

Jacksonville, FL 32224

(904) 992-0377

FL Cert of Auth: 28261 EOR: J. Matthew Lowe

FL PE: 59027

LOWE

STRUCTURES INC.

DATE:

PROJECT # :

DRAWN BY :

CHECKED BY :

J A

C K

S O

N V

L E

C L A

Y T

A R

G E

T S

P O

R T

SHADE STRUCTURE

FOUNDATION PLAN

ROOF FRAMING PLAN

10/24/2023

23051

S1.1

E R

N A

L T

R A

P B

U N

K E

CLW

JML

SCALE: 1/8" = 1'-0"S1.1

1 FOUNDATION PLAN

SCALE: 1/8" = 1'-0"S1.1

2 ROOF FRAMING PLAN

PLAN PLAN

SCALE: NTSS1.1

3 SECTION

SCALE: NTSS1.1

4 DETAIL

SCALE: NTSS1.1

5 DETAIL

SCALE: NTSS1.1

6 SECTION

SCALE: NTSS1.1

7 SECTION

FOOTING SCHEDULE

TYPE LENGTH WIDTH DEPTH

BOTTOM REINF

(LONG WAY)

BOTTOM REINF

(SHORT WAY)

TOP REINF

(LONG WAY)

TOP REINF

(SHORT WAY) REMARKS

F5.5 5' - 6" 5' - 6" 1' - 6" 6-#6 6-#6 6-#6 6-#6

F7 6' - 0" 6' - 0" 1' - 6" 8-#6 8-#6 8-#6 8-#6

REVISION

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

REV. NOTE ON PAINTING STRUCTURE

Samuel.Brackman Text Box 10/25/2023

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Polygon

Samuel.Brackman Text Box

REV. NOTE ON ROOFING MATERIAL

Samuel.Brackman Text Box 10/25/2023

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

4" PIPE COL

(TYP)

S2.1

2" NW CONCRETE OVER GALVANIZED

1.3VLI18 DECK W/

WWF 6x6:W1.4xW1.4

(5" TOTAL THICKNESS)

T/CONC SLAB EL = VARIES

S2.1

SIM

HSS5X5X1/2

S2.1

S L

O P

E D

T/CONC SLAB

= 100' - 0"

T/CONC SLAB

= 99' - 10"

S2.1

PLAN NOTES:

1. SEE FOR GENERAL NOTES AND DESIGN CRITERIA.

2. SEE WHERE PIPES PENETRATE BUILDING PERIMETER.

3. GC TO VERIFY ALL DIMENSIONS AND ELEVATIONS W/ MECHANICAL AND CIVIL PRIOR TO

PLACING OR FORMING CONCRETE.

4. SEE FOR TYP REINF AT WALL CORNERS.

5. SEE FOR TYP REINF AT WALLS AND FLOOR OPENINGS.

6. ALL EXTERIOR SURFACES BELOW GRADE SHALL RECIEVE BENTONITE WATERPROOFING W/

100% WATERPROOF WARRANTY FOR A PERIOD OF 5 YEARS.

S0.1 1/S2.1

2/S2.1

12/S2.1

60' - 6"

1' - 0"1' - 0"

15' - 9" 60' - 6"

4"Ø PIPE COL

(TYP)

5' - 0"

76' - 3"

DENOTES EDGE

OF FOUNDATION

SUMP PER ELEC

DWGS

S2.1

12" CONCRETE SLAB-ON-GRADE

W/ #5 @ 12" OC EW TOP & BOTT

OVER COMPACTED SUBGRADE &

VAPOR BARRIER

T/SLAB EL = 92'-8" (TYP UNO)

S2.1

T/WALL EL

= 97' - 8"

PLAN NOTES:

1. ELEVATIONS ARE BASED ON TOP OF SLAB ON GRADE DATUM 100' - 0".

2. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET .

3. SEE FOR ROOF DECK ATTACHMENT DETAIL.

S0.1 11/S2.1

11651 Central Pkwy.

Suite 106

Jacksonville, FL 32224

(904) 992-0377

FL Cert of Auth: 28261 EOR: J. Matthew Lowe

FL PE: 59027

LOWE

STRUCTURES INC.

DATE:

PROJECT # :

DRAWN BY :

CHECKED BY :

J A

C K

S O

N V

L E

C L A

Y T

A R

G E

T S

P O

R T

FOUNDATION PLAN

ROOF PLAN

10/24/2023

23051

S1.2

E R

N A

L T

R A

P B

U N

K E

MLC

JML

SCALE: 1/4" = 1'-0"S1.2

2 ROOF PLAN - BUNKER

REVISION

SCALE: 1/4" = 1'-0"S1.2

1 FOUNDATION PLAN - BUNKER

PLAN

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Cloud

Samuel.Brackman Polygon

Samuel.Brackman Text Box

Samuel.Brackman Polygon

Samuel.Brackman Text Box

REV. NOTE ON SUMP PUMP

Samuel.Brackman Text Box 10/25/2023

Samuel.Brackman Polygon

Samuel.Brackman Text Box

REV. NOTE ON BUNKER WATERPROOFING

Samuel.Brackman Text Box 10/25/2023

S-101

1 REV-DIMENSION

ADDED

10/25/2023

2 REV-DIMENSION

REVISED

10/25/2023

3 REV-MATERIAL

CHANGE

19.69"

2X .47

1.97"

R.25"

TYP.

19.19" .98"

1.25" R.25"

LH BRACKET2X .28

7.87" 9.45"

10.24" .79"

.79"

.54" 2.22" 1.25"

LH SHOWN

RH OPPOSITE

RH BRACKET

21.43"

1.73"

DOWN 90° R .25"

10.95"

LH FLAT PATTERN

1.98"

TRAP MACHINE

MOUNTING BRACKET DETAILS

0° R

.2 5"

DIMENSIONS ARE IN INCHES

MATERIAL: 14" STEEL

POWDERCOAT FINISH

.5 M

.5M

TRAP MACHINE

MOUNTING BRACKET

TOP OF BUNKER

A-A not to scale

SECTION

S-102

LAG BOLT 14" X 4"

W/ LAG EXPANSION

SHIELD (TYP)

S-102

1 REV-LAG

EXPANSION SHIELD

ADDED

POSITION HINGES SO

DOORS OPEN 180

1/2"

HINGE TYP.

1/8"

GAP TYP.

INSTALL SEAL STRIP AROUND

PERIMETER OF CABINET

FLANGE FOR DOOR TO SEAL

McMASTER # 1120A211

35"

16"

B 84"

REF. 81"

1/4" BARREL

SS HINGE - BOLTED

TO DOOR

42" LONG

45" 43"

HANDLE: McMASTER

#:1897A56 - 2 PCS.

CAM LOCK - 2 PLCS.

WITH MATCHING KEYS

1/4" BARREL

SS HINGE - BOLTED

TO DOOR

34" LONG

DOOR STOP CATCH

- OTHER END TO BE

MOUNTED TO POLE

DIGITAL LOCK:

LOCKEY MODEL# 2200

26"

1 1/4"

1/8"

26"

DOOR GAP

TYP.

PLUG WELD HOLES TO

KEEP ANGLE FROM

LIFTING IN FRONT

WELD ITEM 8 TO ITEM

2 CONTINUOUS

THIS SIDE ONLY

DETAIL B

TOP

SHELF

BOTTOM

FOOT

CONTROL CABINET

POWDERCOAT CABINET DARK BLUE

- SEND DOORS SEPARATE AND INSTALL DOORS

AND SS HINGES WHEN CABINET AND DOORS ARE DONE

CONTROL CABINET SHALL BE FABRICATED

FROM 18" 5052-H32 ALUMINUM

PLAN

SIDE ELEVATION FRONT ELEVATION

S-104

1 REV-SYNTHETIC

TURF CHANGE

S-105

1 REV-GALVANIZED

NOTE ADDED

Addendum 2 Revised Plans

Revised Plans

Jacksonville S1.1 - S1.2

Sheets

S1.1 - SHADE STRUCTURE FOUNDATION PLAN ROOF FRAMING PLAN

S1.2 - FOUNDATION PLAN ROOF PLAN

Jacksonville S-101-rev

Sheets and Views

S101

Jacksonville S-102-rev

Sheets and Views

S102

Jacksonville S-104-rev

Sheets and Views

S104

Jacksonville S-105-rev

Sheets and Views

S105

File details come from the government source that posted it. Updated Jul 30, 2024.