16-Addendum 2.pdf

PDF 8 MB Posted

Attached to
Ballard Park Pavilion Purchase & Installation
Solicitation number
IFB260038
Issued by
Jefferson County, Kentucky

About this file

This is Addendum No. 2 issued by Metro Purchasing for RFP 260038 Ballard Park Pavilion Purchase and Installation, dated August 14, 2025. The addendum provides approved equal specifications from ICON Shelter Systems Inc. for a pavilion structure measuring 20' x 30' with specific design requirements including wood frame and roof decking options, standard steel roof colors, and powder coat color selections. The attached technical drawings show a preliminary pavilion design (DS20X30M-P64) with detailed elevations, anchor bolt layouts, frame specifications, and roof construction details featuring 24-gauge Kynar 500 coated roof panels with Galvalume substrate and multi-rib panel sections secured with painted screws.

The specifications include extensive material and color options with over 30 wood stain finishes ranging from Black Oak to White Birch, more than 25 standard steel roof colors, and 19+ powder coat colors for steel components. All structural components must meet specific ASTM standards (A500 Grade B for tubes, A36 for plates, A325 for bolts, A563 for nuts) with GMAW welding requirements. The pavilion design includes foundation loads and engineering specifications for estimating purposes, though final foundation design must be performed by a licensed engineer familiar with local soil conditions. All addenda must be acknowledged by proposers, and the attached specifications represent approved alternatives to the original requirements.

View the file

Other files

Show all 16

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

ADDENDUM No 2

TO: All Proposers

FROM: Metro Purchasing

RFP: 260038 Ballard Park Pavilion Purchase and Installation

DATE: August 14, 2025

The attached specifications are an approved equal

All addenda must be acknowledged.

ICON Colors and Materials

A high-quality, richly pigmented stain and sealer that provides long-lasting beauty and wood protection.

Kynar 500 coated roof panels with 24-gauge Galvalume substrate. The underside of the roofing material is a standard white wash color.

Wood Frame and Roof Decking Finish Options

Standard Steel Roof Colors

ICON carries over 19 powder coat colors to match any aesthetic. Our durable TGIC powder coat over a liquid epoxy primer on every steel member.

Powder Coat Colors

@icon_Shelters

ICON’s design inspired color and material choices create endless color combinations and possibilities. Our dedicated designers and engineers work with the best wood, steel and powder coat colors in the industry to bring your artistic dream to a reality.

1455 Lincoln Avenue Holland, MI 49423

(800) 748-0985 info@iconshelters.com www.iconshelters.com

Wood Frame and Roof Decking Finish Options

Black Oak Black Walnut Brick Red

Cape Cod Gray

Cedar Naturaltone

Chestnut Brown Cinder Coffee

Dark Ash Dark Bark Dark Mahogany Dark Oak

Driftwood Gray

Ebony Espresso Light Mocha

Mushroom Outside White

Oxford Brown Redwood Royal

Mahogany Russet Rustic

Cedar

Sierra Storm Gray Teak Timberline Tobacco

Walnut White Birch

*actual colors may vary from physical samples *physical samples are available upon request

Standard Steel Roof Colors

Sandstone Almond Ash Gray Slate Gray Charcoal

Matte Black Medium Bronze Patina Green Evergreen

Mansard Brown

Colonial Red

Roman Blue

Patrician Bronze

Terra CottaBrite Red

Hartford Green

Brandywine Casco Orange

Buckskin

Light Stone

Tudor BrownDark Bronze

Regal Blue

Surrey BeigeRegal White Bone White

Preweathered Galvalume

Standard Steel Roof Colors- Metallics

Texas Silver Metallic

Champagne Metallic

Copper Penny Metallic

Silver Metallic

Galvalume Plus

Powder Coat Colors

RAL 3009

Oxide Red

RAL 5001

Green Blue

RAL 5005

Signal Blue

RAL 6000

Patina Green

RAL 6005

Moss Green

RAL 6026

Opal Green

RAL 6028

Pine Green

RAL 7012

Basalt Grey

RAL 7044

Silk Grey

RAL 8019

Grey Brown

RAL 9005

Matte Black

(ICON Black No Clear)

RAL 8017

Chocolate Brown

Brown Texture

PCT29118

RAL 9016

Traffic White

RAL 9005

Jet Black (Glossy)

RAL 3001

Signal Red

RAL 1013

Oyster White

RAL 1019

Grey Beige

Bronze Texture

PCT29101

SHEET

REVISION:

PROJECT NAME:

JOB NO.:

DRAWN BY:

DATE:

COPYRIGHT 2004, ICON SHELTER

SYSTEMS, INC.

0344 ΚΗΜΒΝΚΜ ≅Υ∆−

ΓΝΚΚ≅ΜΧ ΛΗ+ 38312

505−285−/808 7//−637−/874

505−285−/833 ΕΩ

DISTINCTIVE STEEL SHELTERS

WWW.ICONSHELTERS.COM

BUILDING TYPE:

D W

G

QF-73-01-42

Engineering\AcadStandard\Blocks\Titles\ICONPRETB

E le v a tio n

70069

DS20X30M-P64

RGB

3/4/2021

1.0

Sh el te rs

\D S\

X3

0\ M

-P 6-

-9

0-

0\ D ra w in gs re lim in ar y\ D

S2 0x

M

-P

-2 0-

-1

~7

.D W

G

PRELIMINARY:

NOT FOR

CONSTRUCTION

6 12

\A1;

6"

\A1;8 '-0{\H

1.000 000x

;\S13 #16;}

" REF

\A1;8 '-1{\H

1.000 000x

;\S15 #16;}

" REF

\A 1;

'-8

" R E

F.

\A1;GRADE

http://WWW.ICONSHELTERS.COM

PROJECT NAME:

JOB NO.:

DRAWN BY:

DATE:

COPYRIGHT 2004, ICON SHELTER

SYSTEMS, INC.

0344 ΚΗΜΒΝΚΜ ≅Υ∆−

ΓΝΚΚ≅ΜΧ ΛΗ+ 38312

505−285−/808 7//−637−/874

505−285−/833 ΕΩ

DISTINCTIVE STEEL SHELTERS

WWW.ICONSHELTERS.COM

BUILDING TYPE:

D W

G

QF-73-01-42

Engineering\AcadStandard\Blocks\Titles\ICONPRETB

A n ch o r

B o lt

L a yo u t

70069

DS20X30M-P64

RGB

3/4/2021

2.0

Sh el te rs

\D S\

X3

0\ M

-P 6-

-9

0-

0\ D ra w in gs re lim in ar y\ D

S2 0x

M

-P

-2 0-

-1

~7

.D W

G

CONCRETE FOOTING

NOT TO SCALE

ACTUAL FOOTING DESIGN

SHOWN ON INSTALLATION

DRAWINGS

3/4" ANCHOR BOLT

W/ (2) 3/4" NUTS

(4) PLCS

6" EM

BE

D M

EN

T

\A1;

4"

\A1 ;10

CONCRETE FOOTING

NOT TO SCALE

ACTUAL FOOTING DESIGN

SHOWN ON INSTALLATION

DRAWINGS

3/4" ANCHOR BOLT

W/ 3/4" NUTS (4) PLCS

{STANDARD BASE CONNECTION

}COLUMN TYPE: A (6" BURIED)

{OPTIONAL BASE CONNECTION

}COLUMN TYPE: B (SURFACE MOUNT W/ COVERS)

\A 1;2

1/ 2"

BASE COVERS

OPTIONAL

LEVELING NUTS

PRELIMINARY DRAWINGS SHOWN AS 6" BURIED

PRELIMINARY: NOT

FOR

CONSTRUCTION

Z (INSIDE OF BUILDING)

Y THESE FOUNDATION LOADS ARE FOR ESTIMATING PURPOSE ONLY. THE ACTUAL LOADS WILL BE DETERMINED IN THE FINAL ENGINEERING

{NOTES}:

- TABLE SHOWS UNFACTORED SERVICE LOADS

- A FOUNDATION DESIGN HAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC.

- A LICENSED ENGINEER FAMILIAR WITH SOIL CONDITIONS AT CONSTRUCTION SITE

MUST PERFORM A FOUNDATION DESIGN.

- THE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE.

- CONSULT ICON SHELTER SYSTEMS INC. IF THE STRUCTURE IS TO BE ENCLOSED.

- COORDINATES ARE LOCAL TO THE COLUMN

{DEFINITIONS:}

DL = SERVICE LEVEL DEAD LOAD REACTION WITH THE GREATEST AXIAL LOAD

SL = SERVICE LEVEL SNOW LOAD REACTION WITH THE GREATEST AXIAL LOAD

W-UL = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST UPLIFT LOAD

W-Y = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST MAGNITUDE OF

��SHEAR IN THE LOCAL Y DIRECTION

W-Z = SERVICE LEVEL WIND LOAD REACTION WITH THE GREATEST SHEAR VALUE

��ACTING IN THE SAME DIRECTION AS THE DL SHEAR LOAD

E-Y = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

��SHEAR IN THE LOCAL Y DIRECTION

E-Z = SERVICE LEVEL SEISMIC LOAD REACTION WITH THE GREATEST MAGNITUDE OF

��SHEAR IN THE LOCAL Z DIRECTION

\A1;26'

\A1 ;16

\A1;30'-6{\H1.000000x;\S3#8;}" REF.

FOUNDATION LOADS(KIPS, IN-KIPS)

LOADS TO FOUNDATION

LOAD COMBINATION

CL1

DL

SL

W-UPLIFT

W-FY

W-FZ

E-FY

E-Z

4.02

2.68

-4.25

-2.70

-2.95

0.00

-0.61

0.00

0.00

-0.35

-0.59

-0.54

-0.80

0.00

0.16

0.23

-0.50

-0.17

-0.63

0.00

-1.02

-5.62

-8.90

5.63

-5.49

23.63

0.00

43.37

0.00

0.13

-13.44

-14.49

-7.64

-26.15

0.00

AXIAL (Fx) SHEAR (Fy) SHEAR (Fz) MOMENT (My) MOMENT (Mz)

PROJECT NAME:

JOB NO.:

DRAWN BY:

DATE:

COPYRIGHT 2004, ICON SHELTER

SYSTEMS, INC.

0344 ΚΗΜΒΝΚΜ ≅Υ∆−

ΓΝΚΚ≅ΜΧ ΛΗ+ 38312

505−285−/808 7//−637−/874

505−285−/833 ΕΩ

DISTINCTIVE STEEL SHELTERS

WWW.ICONSHELTERS.COM

BUILDING TYPE:

D W

G

QF-73-01-42

Engineering\AcadStandard\Blocks\Titles\ICONPRETB

F ra m e

70069

DS20X30M-P64

RGB

3/4/2021

3.0

Sh el te rs

\D S\

X3

0\ M

-P 6-

-9

0-

0\ D ra w in gs re lim in ar y\ D

S2 0x

M

-P

-2 0-

-1

~7

.D W

G

PRELIMINARY:

NOT FOR

CONSTRUCTION

ALL STRUCTURAL COMPONETS WILL BE:

TUBE: ASTM A500 GRADE B

PLATE: ASTM A36

BOLTS: ASTM A325

NUTS: ASTM A563

WELDING: GMAW

\A 1;

'-8

\A1;30'

\A1;

6"

\A1;8'

\A1;13 '-2{\H1

.00000 0x;\S7#

8;}"

\A1;GRADE

PROJECT NAME:

JOB NO.:

DRAWN BY:

DATE:

COPYRIGHT 2004, ICON SHELTER

SYSTEMS, INC.

0344 ΚΗΜΒΝΚΜ ≅Υ∆−

ΓΝΚΚ≅ΜΧ ΛΗ+ 38312

505−285−/808 7//−637−/874

505−285−/833 ΕΩ

DISTINCTIVE STEEL SHELTERS

WWW.ICONSHELTERS.COM

BUILDING TYPE:

D W

G

QF-73-01-42

Engineering\AcadStandard\Blocks\Titles\ICONPRETB

R o o f L a yo u t

70069

DS20X30M-P64

RGB

3/4/2021

4.0

Sh el te rs

\D S\

X3

0\ M

-P 6-

-9

0-

0\ D ra w in gs re lim in ar y\ D

S2 0x

M

-P

-2 0-

-1

~7

.D W

G

PRELIMINARY:

NOT FOR

CONSTRUCTION

WASHER

WASHER

1 1/4" PAINTED SCREW 3/4" PAINTED SCREW

3/4" PAINTED SCREWS

(1) ON EACH SIDE OF THE RIB

ALONG TIE BEAM{}

3/4" PAINTED SCREW

(1) ON EACH SIDE OF THE RIB

ALONG PURLIN (IF REQUIRED)

1 1/4" PAINTED SCREW

(1) ON EACH SIDE OF THE RIB

ALONG RIDGE

NOTE: STANDARD DETAILS SHOWN

ACTUAL BUILDING MAY VARY

12" CENTER

TO CENTER

\A1;36" COVER WIDTH

\A1;37 1/2" OVERALL

MULTI RIB PANEL SECTION

3/

24ga

\A1;30'

\A1;30' http://WWW.ICONSHELTERS.COM

ADDENDUM No 2
ICON Shelter - DS20x30M-P64-20-90-150~70069.pdf
DS20x30M-P64-20-90-150~70069
1.0
2.0
3.0
4.0

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