Replacement of Metal and Single Ply Roofs

Location: Tennessee
Posted: Jun 4, 2026
Due: Jun 30, 2026
Agency: City of Sevierville
Type of Government: State & Local
Category:
  • C - Architect and Engineering Services - Construction
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
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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:

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
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* Disclaimer: Information regarding bids, requests for proposals (RFPs), or requests for qualifications (RFQs) is provided on this website only for convenience and does not constitute official public notice. Persons wishing to respond to or inquire about bids, RFPs, or RFQs should contact the appropriate government department.