Project Information

Bid Title

Replacement of Metal and Single Ply Roofs

Issuing Agency

City of Sevierville

Location

Tennessee

Published Date

Jun 4, 2026

Closing Date

Jun 30, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Bid Title:	Replacement of Metal and Single Ply Roofs
Category:	General Bids
Status:	Open

Description: RECEIPT AND OPENING OF BIDS The City of Sevierville, Tennessee (herein called the “Owner”) invites bids on the form(s) attached hereto for REPLACEMENT OF METAL and SINGLE PLY ROOFS. The Owner will RECEIVE BIDS UNTIL 3:00 PM, JUNE 30, 2026, at Sevierville City Hall, 120 Gary Wade Boulevard, Sevierville, Tennessee, 37862 (Mailing address: P. O. Box 5500, Sevierville, Tennessee, 37864-5500). Bids will then be publicly opened and read aloud at Sevierville City Hall, 120 Gary Wade Boulevard, Sevierville, Tennessee. The envelope containing the bid must be sealed, addressed to Bob Moncrief, Project Manager, and must bear the following information: Name of Bidder Bidder’s Address Date and Time of Bid Opening Bid Enclosed: City Hall Roof Replacement NOTE: Each bidder shall submit three (3) copies of the completed bid packet or bid packet may be rejected. The Owner may consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive any informality or reject any and all bids. Any bid received after the time and date specified shall not be considered. Publication Date/Time: 6/2/2026 12:00 AM Closing Date/Time: 6/30/2026 3:00 PM Contact Person: City of Sevierville Public Works Department 120 Gary Wade Boulevard P. O. Box 5500 Sevierville, TN 37864-5500 Contact: Bob Moncrief Phone: (865) 868-1552 Email: bmoncrief@seviervilletn.org Qualifications: The Owner may make such investigations as he/she deems necessary to determine the ability of the Bidder to supply the necessary roof replacement, and the Bidder shall furnish to the Owner all such information and data for the purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such Bidder fails to satisfy the Owner that such Bidder is properly qualified to carry out the obligation of the contract by supplying the roof replacement contemplated therein. Conditional bids will not be accepted. Related Documents: 2026 Sevierville City Hall REROOF BID DRAWINGS (PDF) Bid Specifications - City Hall Roof Replacement 2026 (PDF)

Attachment Preview

Sevierville City Hall - Roof Replacement

120 Gary Wade Rd.

Sevierville, TN 37862

Owner: City of Sevierville

120 Gary Wade Blvd,

Sevierville, Tn 37862

Engineer: Metal Roof Consultants

105 Versailles Drive

Cary, NC 27511

CORRECT SCALE WHEN PRINTED ON 24"x36" PAPER

SITE MAP

DRAWING INDEX

100 - COVER SHEET

200 - NOTES

300 - NEW METAL ROOF PLAN

301 - NEW MEMBRANE ROOF PLAN

600 - METAL ROOF DETAILS

601 - METAL ROOF DETAILS

602 - METAL ROOF DETAILS

603 - METAL ROOF DETAILS

604 - METAL ROOF DETAILS

605 - METAL ROOF DETAILS

700 - MEMBRANE ROOF DETAILS

Cover Sheet

100

MRS 2500 roof panel -ASTM E 1592 test results

(24 gauge panel, 16" wide, 90 degree seam, Galvalume)

Purlin Space

1 '-0"

2'-0"

2'-6"

3-0"

3'-6"

4'-0"

4'-6"

5'-0"

Load (psf)

160.0

129.2

114.2

99.2

84.2

69.2

54.2

39.2

Comments

3 Test Average, SF =1.75

Interpolated

Interpolated

Interpolated

Interpolated

Interpolated

Interpolated

3 Test Average, SF =1.75

Roof Wind Pressures -

IBC 2012 -ASCE 7-10

Occupancy -Assembly

Roof Slope - 4 / 12

Ultimate Wind Speed - 115 mph

Nominal Wind Speed - 89.1 mph

Exposure - B

Components & Cladding Nominal Wind Pressures (PSF)

Zone 1 - 13.1 psf

Zone 2 - 22.7 psf

Zone 3 - 33.6 psf

PANEL PROFILES

ROOF PANEL

WALL PANEL

EXTERIOR FACE

CORRECT SCALE WHEN PRINTED ON 24"x36" PAPER

Notes:

1) See Hugger framing information on Sheet 200.

2) Install a standard Hugger member over each existing

purlin, connected as described on Sheet 200.

3) Install a new standing seam metal roof panel over the Huggers.

Metal roof panels shall match style and color of the Community

Center as well as meet the requirements of the specifications

and these drawings.

4) One Hugger over all purlin locations w/ three (3) #12-14

DP3 fasteners per connection to existing purlin.

5) 7/8" butyl tape sealant under all Hugger connection points

with fasteners going through tape caulk. Contractor is

responsible for all temporary weathertightness during

construction as well as any interior damages caused by

faulty seals.

NEW ROOF PANEL

FILL ALL VOIDS BETWEEN THE

NEW ROOF & THE OLD ROOF

WITH BATT. INSULATION

NEW ROOF HUGGER

12-14 DP3 (3) PER PANEL

EXISTING ROOF PANEL

7/8" TRI BEAD TAPE SEALANT

BETWEEN THE EXISTING

PANEL AND THE ROOF

HUGGER

EXISTING PURLIN

TYPICAL FASTENING PATTERN FOR

ROOF HUGGER LAP USE #12-14 DP3

TYPICAL ROOF ASSEMBLY

Notes

200

CORRECT SCALE WHEN PRINTED ON 24"x36" PAPER

1

600

2

602

1

600

SLOPE

1

603

2

602

1

600

1

600

2

602

SLOPE

1

601

2

604

LOW

2

602

SLOPE

SLOPE

2

602

1

602

1

600

SLOPE

1

604 LOW

1

600 HIGH

2

602

1

601

SLOPE

1

602

1

601

1

601

1

601

1

601

1

601

2

602

1

600

ROOF VALLEY

ROOF HIP

1

602

SLOPE

2

602

1

601

1

600

1

602

2

602

SLOPE

1 NEW METAL ROOF COVERING PLAN

1/8" = 1'-0"

1

600

2

602

SLOPE

2

602

1

600

1

600

SLOPE

2

604

LOW

1

600

Metal

Roof Plan

300

CORRECT SCALE WHEN PRINTED ON 24"x36" PAPER

BACKUP ROOF DRAIN

ROOF DRAIN

41" : 12 TYP.

SLOPE

1

603

ALL 3 SIDES

THE SAME

41" : 12 TYP.

SLOPE

1

601

1

601

REMOTE CONDENSOR

ATTIC VENT

ATTIC VENT

1

601

1

601

ATTIC VENT

1

601

1

601

41" : 12 TYP.

SLOPE

BACKUP ROOF DRAIN

ATTIC VENT

BACKUP ROOF DRAIN

ROOF DRAIN

SLOPE

41" : 12 TYP.

SLOPE

41" : 12 TYP.

1

ATTIC VENT

601

1

601

BACKUP ROOF DRAIN

ROOF DRAIN

ROOF HATCH

SLOPE

41" : 12 TYP.

BACKUP ROOF DRAIN

ATTIC VENT

1

601

1

601

1

601

1

601

NEW TPO ROOF MEMBRANE

SEE PAGE 700 FOR FLASHING

DETAILS

1 NEW MEMBRANE ROOF COVERING PLAN

1/8" = 1'-0"

Membrane

Roof Plan

301

CORRECT SCALE WHEN PRINTED ON 24"x36" PAPER

EXISTING METAL TRUSS

EXISTING METAL ROOF PANELS

EXISTING PURLIN

EXISTING GUTTER TO BE REMOVED

EXISTING HAT CHANNEL

EXISTING VENT

EXISTING MASONRY

EXISTING INSULATION

EXISTING LOW EAVE CONDITION

S-5 COLORGUARD SNOW RETENTION SYSTEM INCLUDING

NON PENETRATING "VERSACLIP" RIB CLAMPS 16" O.C.

CROSSMEMBER CONTINUOUS WITH EXP JOINTS,

SNO-CLIP WITH RUBBER TOE 1 PER PANEL 16" O.C.

4" UNFACED BATT INSULATION

NEW METAL ROOF PANELS

SEALANT BETWEEN PANEL RIBS

POWDER-COATED GUTTER HANGER 32" O.C.

112" DEEP CHANNEL WITH 3 4" FLANGES MADE

FROM 18 GA. GALVALUME OR .063 ALUMINUM

#12-14 LONG LIFE (5) PER PANEL

CONTINUOUS TRI BEAD TAPE SEALANT

NEW GUTTER

16 GA. 38" OFFSET EAVE PLATE

ATTACHED TO THE ROOF HUGGER

W/ #12-14 x 1.25" TEK 3 @ 12" O.C.

DOWNSPOUT STRAINER

DOWNSPOUT OUTLET SEALED AND RIVETED TO GUTTER

24 GA PREFINISHED DOWNSPOUT

DOWNSPOUT STRAP 5' O.C. MAX.

1 LOW EAVE DETAIL

3" = 1'-0"

FLOATING PANEL CLIP WITH (2) #12-14 DP3 FASTENERS

4" ROOF HUGGER SET ON CONTINUOUS

TRI BEAD TAPE SEALANT FASTENED

TO THE EXISTING PURLINS

W/ (3) 12-14 DP3 PER PANEL

NEW LOW EAVE CONDITION

Roof Details

600

Commodity Codes

• NAICS 238160Roofing Contractors

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