20074.MNB_Belle Isle Shelters 19, 20 - Addendum #3.pdf

PDF 5 MB Posted Feb 20, 2025

Attached to: 751/20074. MNB; Belle Isle - Shelter 19 & 20 Replacement
Solicitation number: RFQ-171-250000000164-4
Issued by: Michigan

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File	Type	Posted
Advertisement 20074.pdf	PDF	Feb 20, 2025
FINAL DRAWINGS_Belle Isle Shelter 19,20_20074.pdf	PDF	Feb 20, 2025
Addendum 1 - 20074.pdf	PDF	Feb 20, 2025
FINAL SPECS_Belle Isle Shelters 19,20_20074.pdf	PDF	Feb 20, 2025
20074.MNB_Belle Isle Shelters 19, 20 - Addendum #2.pdf	PDF	Feb 20, 2025

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DTMB-0414 (Rev 10/22)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND

BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 3

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

2/19/2025

PROJECT NAME

Belle Isle – Shelter 19 and 20 Replacement

FILE NUMBER

751/20074.MNB

PROFESSIONAL

DS Architects, Inc.

PROJECT DIRECTOR

Chris Bahjet

BID OPENING DATE:

3/5/2025

This Addendum is issued for the purpose of modifying and/or clarifying the original Contract Documents and shall take precedence over them.

All work included herein shall be in accordance with the original drawings and specifications except as specifically noted herein. All incidental items required to provide the following modifications shall be included even though not specifically described.

This addendum is being sent to all bidders receiving plans and specifications. Receipt of this Addendum shall be noted on the Proposal Form in the appropriate location.

RFI Questions:

1. Is the roof being replaced on this former bathroom structure?

Answer: the roof shingles and flat roof covering are to be replaced. See note #71 on sheet A-2 and exterior elevations on sheet A-4.

2. The file we are missing is Attachment I, this file is the building survey data for the asbestos and other hazardous materials. The asbestos section calls out the roofing as assumed and was never tested.

We have the new roofing section and the shingle information but no survey information as noted. this attachment is referenced within the asbestos section of the spec book Answer: see ‘Attachment I’ titled “Beam, Longest, and Neff Belle Isle Hazardous Material and Structural Study Master Document dated 9-28-23” in addendum #2.

3. Alternate 1: we are to delete the structure only. How do we terminate the electrical feed to prevent damage to the line/conduit that would extend above grade?

Answer: Contractor shall s stop feed at last handhole before shelter 20.

4. Alternate 2: We are delete all form of construction related to the Shelter 20, which includes connecting walks, foundation and accessory items. Do we delete the electrical or do we install the circuit to the last hand hole box for future construction of Shelter 20 to avoid removal of new walks and work within the bathroom building?

Answer: Contractor shall s stop feed at last handhole before shelter 20.

http://www.michigan.gov/SIGMAVSS

5. ADA parking: On sheet C-2 the plan notes and design layout differ to raise question about intent. The plan details calls out a curb detail F-1 and yet there is no F-1 detail curb within the existing lot.

Answer: All mentions of F Type curb will be removed and replaced with a detail matching the existing E Type curb on site.

6. Per the plan sheet we are provide a taper from the proposed pavement section to the existing curb cut back. Do we match the existing curb or install a section of F-1 detail as shown on sheet C-2?

Answer: We will revise our plans to remove and replace the existing 2’ curb in kind, with an exposed +/-4” face, and with necessary drops to tie into the pathway – this will eliminate the need to transition between the different curb styles.

7. Per the plan note we are to assume we need to afd 5’ in each direction to find solid pavement to connect to when installing the new concrete pavement. Is this added 5’ to be replaced with concrete or HMA pavement?

Answer: Outside of the proposed concrete parking area, the contractor should install HMA to transition between old and new pavement. Plans have been revised to reflect this.

8. During the site walk thru a contractor raised a question about the uneven HMA pavement and asked if we are to match the pavement or do we install the concrete per detail and create a BUTT joint outside Of the paved area to allow the new work to taper/blend into the existing parking lot surface?

This questions goes back to the plan note of assumed additional footage.

Answer: Blend with HMA, see above.

9. Per sheet C-2 the new ADA pavement has no monolithic curb shown to be formed, but the plan indicates the new pavement section is to extend into the greenbelt to match the width of the existing Curb. Is the intent to have a curb face along this edge? And if so is it to be a per the design F-1 or matching the existing.

Answer: See question #6.

10. The attachment-I Building Survey is critical for pricing of the project, this document was omitted from the specification when posted to Sigma. Can this document be forward/ Posted before this addendum?

11. The plan sheet call out of the soffit and trim to remain, however there is a significant damage from weathering. How is this to be handled as most of the trim pieces requiring removal to complete the work May not be structurally sound to leave in place or remove and refit?

Answer: please see attached revised bid schedule, includes a $5,000.00 allowance for wood soffit, fascia, and beam repair.

12. The specifications discuss polished concrete floor finish, it also states the floors are to be epoxy coated. During the site walk thru this was discussed, can it be clarified what floor finish is required?

Answer: floors to be polished concrete, see attached specification section “033543 – Polished Concrete Finishing.”

13. Has the wall and floor coatings within the bathroom structure been tested for Hazardous compounds?

14. Within the asbestos section is discusses gray window caulk containing asbestos. Upon inspection of the windows the gray material appears to be within the actual window frame which may require Replacement of glazing. How would this be handled as the specification do not call out for the replacement.

Answer: existing windows are scheduled to remain; no remediation is required.

15. Within the prints and Specs, general notes call out the Manufacture Bobrick but some of the part numbers are for Dayton product. Which product manufacture does the DNR normally use to maintain uniformity?

Answer: Bobrick is the basis of design for restroom accessories, other manufacturers will be considered during the shop drawings / submittal phase.

16. The bid states they want interior photopolymer room/restroom id signage—we don’t make that. Would you accept some ADA compliant tactile-copy signs?

Answer: Please see the attached ‘Belle Isle Wayfinding Signage Design Intent Drawings by Corbin Design dated 10-25-24’ document for restroom signage requirements.

17. Were the asphalt shingles tested for asbestos?

18. Should we include concrete testing in our bids?

Answer: design professionals will engage concrete testing services.

19. Is there a location to put the soil from excavating or does it have to be hauled off the island?

Answer: hauled off the island.

20. Are there spread footings for the pavilions?

Answer: see footing details on sheet A-7.

21. Will there be mass excavating for the pavilions?

Answer: see geotechnical report in specifications. Contractor to determine appropriate excavation methods.

22. Is there an asbestos inspection report available?

General Notes / Clarification

1. Added specification “075200 – Membrane Roofing”.

2. Revised Bid Schedule – see base bid item number 21; includes soffit, fascia, and beam repair allowance of $5,000.00.

3. Remove specification section “096723 – Resinous Flooring” and replace with “033543 – Polished

Concrete Finishing”.

4. Remove specification section “101423.16 – Room-Identification Panel Signage” and replace with the attached document: ‘Belle Isle Wayfinding Signage Design Intent Drawings by Corbin Design dated 10-25-24’ with the specification section at the end of the document.

Modifications to Drawings Sheet A-2 – Demolition / Floor Plan

• Modified note #71.

• Added note #19.

• Modified note #67.

Sheet A-3 – Finish Plan / Door Schedule / Barrier Free Clearance Plan

• Modified note #1.

• Modified finish SC-1 (sealed concrete) TO PC-1 (polished concrete) specification on finish legend.

• Modified finish SC-1 (sealed concrete) TO PC-1 (polished concrete) on plan.

Sheet A-4 – Exterior Elevations

• Added dashed line and note indicating location of new torch applied 2-ply asphalt roofing and associated dimension on south elevation.

• Added note indicating location of new torch applied 2-ply asphalt roofing and modified the elevation to depict this change.

• Modified restroom signage note and signage plaque on elevation.

Sheet A-6 - Details

• Modified detail #2 to not used.

Sheet C2 – Improvement Plan

• Proposed type F curb to be replaced with type E curb to better match existing ribbon curb.

• F curb detail replaced with E curb detail.

• Plans revised to show potential pavement replacement limits around ADA parking area to better match callouts.

Attachments

1. Addendum #3 drawings dated 2-19-25.

2. Revised Bid Schedule – includes soffit, fascia, and beam repair allowance of $5,000.00

3. Specification “075200 – Membrane Roofing”

4. Specification “033543 – Polished Concrete Finishing”

5. ‘Belle Isle Wayfinding Signage Design Intent Drawings by Corbin Design dated 10-25-24’

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: DS Architects, Inc. DATE: 2/19/2025

APPROVED BY:

PROJECT DIRECTOR: DATE: Click to enter date

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INSTALL NEW WALL MOUNTED SOAP DISPENSER BY DNR VENDOR.

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EXISTING TO REMAIN FLOOR DRAIN. PROVIDE AND INSTALL NEW FLOOR DRAIN COVER.

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

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PROVIDE NEW 'LCN' CLOSER #4000 SERIES OR EQUAL. FINISH BRUSHED ALUMINUM.

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%%UNOTES

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METAL

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PROVIDE NEW STANDARD ALUMINUM THRESHOLD, WEATHER STRIPPING, AND DOOR SWEEP.

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PROVIDE NEW INSULATED STEEL DOOR BY 'STEELCRAFT' OR EQUAL. PRIME FINISH.

AutoCAD SHX Text PROVIDE NEW 'SCHLAGE' B SERIES DEADBOLT WITH INTERCHANGEABLE CORE AND CLASSROOM FUNCTION. MATCH EXISTING THE PARK'S KEY SYSTEM. FURNISH STRIKE WITH EXTENDED LIP. FINISH US32D. PROVIDE 'SCHLAGE; ANSI A156.5, GRADE 1, INTERCHANGABLE CORE TYPE CYLINDERS OR EQUAL. MATCH EXISTING THE PARK'S KEYING SYSTEM. FINISH US32D. PROVIDE 'ROCKWOOD' 102 X 70C - 4"X16" PULL PLATE OR EQUAL. FINISH US32D. PROVIDE 'ROCKWOOD' 71C - PUSH PLATE - .062" THICK OR EQUAL. FINISH US32D.

AutoCAD SHX Text PROVIDE NEW 'HAGER' HEAVY WEIGHT BALL BEARING HINGES, 1 1/2 PAIR PER LEAF, 4 1/2" X 4 1/2", WITH NON-REMOVABLE PINS. FINISH US32D.

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AutoCAD SHX Text PAINT INTERIOR SIDE OF DOOR AND FRAME P-5 AND EXTERIOR OF DOOR AND FRAME P-1. 4 EDGES OF DOOR TO BE P-5.

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%%UBARRIER FREE CLEARANCE PLAN

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RESTROOMS

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NORTH

AutoCAD SHX Text MECHANICALLY GRIND / POLISH CONCRETE FLOOR AND CONCRETE COVE BASE. PROVIDE A LOW SHEEN LEVEL 2 (400 GRIT) FINISH PER 'INTERNATIONAL POLISHED CONCRETE INSTITUTE, LLC. (IPCI), TYPICAL.

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'BEHR'

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COLOR: ULTRA PURE WHITE UPW

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FINISH: FLAT

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PAINT (CEILING)

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'BEHR'

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COLOR: ELEMENTAL GRAY PPU26-06

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FINISH: SEMI-GLOSS

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NEW FLOOR DRAIN COVER. SIZE TO BE VERIFIED IN FIELD.

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PC-1

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PAINT CAPPED PVC PIPE FROM SURFACE OF FLOOR LEVEL.

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PAINT INTERIOR BEAMS AND COLUMNS P-5. TYPICAL THROUGHOUT.

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EXISTING TO REMAIN

AutoCAD SHX Text %%uMECH.

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STYLE: FLOOR ANCHORED / OVERHEAD BRACED

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'ASI GLOBAL PARTITIONS'

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UP-1

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FINISH: COLOR-THRU PHENOLIC

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URINAL PARTITIONS

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TYP.

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TYP.

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AutoCAD SHX Text PROVIDE NEW 'ROCKWOOD' K1050 METAL KICK PLATE - .050" THICK OR EQUAL ON PUSH SIDE OF DOOR. FINISH US32D.

AutoCAD SHX Text ALL DOOR SIZE DIMENSIONS GIVEN ARE APPROXIMATE. DOOR SUPPLIER SHALL FIELD VERIFY EXACT REQUIREMENTS.

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PAINT RESTROOM SIDE OF DOOR AND FRAME P-5.

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'CERTAINTEED'

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AS-1

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ASTM D 3462

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STYLE: LANDMARK PRO

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ASPHALT SHINGLES

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TAB ARRANGEMENT: FOUR TABS, REGULARLY SPACED

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CUTOUT SHAPE: SQUARE

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BUTT EDGE: STRAIGHT CUT

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STRIP SIZE: 18" X 36"

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ALGAE RESISTANCE:GRANULES TREATED TO RESIST

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ALGAE DISCOLORATION

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COLOR: MAX DEF WEATHERED WOOD

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MULTITAB- STRIP

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COUNTER SINK THRU-BOLTS IN DOOR FOR PULL PLATE.

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

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PAINT (EXTERIOR WALL PANELS)

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'BEHR'

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FINISH: SATIN

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COLOR: LIVINGSTON N330-5

MECHANICALLY GRIND / POLISH CONCRETE FLOOR AND CONCRETE COVE BASE. PROVIDE A LOW SHEEN LEVEL 2 (400 GRIT) FINISH PER 'INTERNATIONAL POLISHED CONCRETE INSTITUTE, LLC. (IPCI).

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48346 #600

WEB DSARCHITECTS.COM

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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RESTROOMS

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SOUTH ELEVATION

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EXISTING BROWN BRICK TO REMAIN.

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PAINT COLUMN SUPPORTS P-2.

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EXISTING WINDOWS TO REMAIN.

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PAINT WALL PANELS P-6.

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PAINT EXISTING SOFFIT AND FACIA BOARD P-2.

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NEW ASPHALT SHINGLES (AS-1).

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EXISTING BROWN BRICK TO REMAIN.

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NEW EXTERIOR DRINKING FOUNTAIN WITH BOTTLE FILLER.

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PAINT COLUMN SUPPORTS P-2.

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PAINT EXISTING COLUMN SUPPORT P-2.

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EXISTING VENDING MACHINE TO REMAIN.

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NEW ADA EXTERIOR SIGNAGE WITH BRAILLE.

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PAINT NEW DOORS P-1.

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PAINT EXISTING WALL PANELS P-6.

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PAINT EXISTING SOFFIT P-2.

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EXISTING RESTROOM SIGNAGE TO REMAIN.

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REMOVE PATCH AND INFILL WITH EXISTING WOOD PLANKS TO MATCH EXISTING.

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NEW ASPHALT SHINGLES (AS-1).

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11'- 1" TO CENTER

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

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'BEHR'

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COLOR: LIVINGSTON N330-5

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FINISH: SEMI-GLOSS

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PAINT (DOORS/FRAMES)

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'BEHR'

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COLOR: RAFFIA CREAM 710C-2

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FINISH: SATIN

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PAINT (BRACKETS, SOFFIT, FASCIA, TRIM)

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PAINT LEGEND

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'BEHR'

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FINISH: SATIN

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PAINT (EXTERIOR WALL PANELS)

AutoCAD SHX Text DASHED LINE INDICATES NEW TORCH APPLIED 2-PLY ASPHALT ROOFING, TYPICAL ON BOTH SIDES OF ROOF

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NEW TORCH APPLIED 2-PLY ASPHALT ROOFING, TYPICAL ON BOTH SIDES OF ROOF

AutoCAD SHX Text 2'-0" +/-

4'-0"

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WEB DSARCHITECTS.COM

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TRASH

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GRILL

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ASH

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ENGINEERS

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AutoCAD SHX Text 46777 Woodward Avenue Pontiac, MI 48342-5032 Tel. (248) 332-7931 Fax. (248) 332-8257

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%%UPICNIC TABLE LAYOUT

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SHELTERS

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NORTH

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LINE OF ROOF ABOVE

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5" X 5" P.O. CEDAR COLUMNS

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EDGE OF CONCRETE SLAB

AutoCAD SHX Text NEW P-1000 LARGE GROUP PARK GRILL WITH B13 BASE EMBEDDED INSTALLATION. SEE DETAIL #4 ON SHEET A-6. OPERABLE PART MOUNTED AT 30" A.F.F.

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DASHED LINES INDICATE A 5'-0" CLEARANCE AROUND GRILL AND ASH RECEPTACLE

AutoCAD SHX Text PARK PROVIDED ASH RECEPTACLE. CONTRACTORS TO BOLT DOWN. FASTEN TO CONCRETE PER MANUFACTURER'S RECOMMENDATION.

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8' X 5' PICNIC TABLE TYPICAL

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AutoCAD SHX Text PARK PROVIDED AND DELIVERED ADA PICNIC TABLES. ADA ACCESS AT END OF TABLE. CONTRACTORS TO BOLT DOWN ALL PICNIC TABLES WITH GALVANIZED PIPE STRAP WITH TAP CON FASTENER. ONE ON EACH LEG, FOUR PER PICNIC TABLE, AND ONE IN CENTER OF EACH LEG, TWO PER PICNIC TABLE (TYPICAL).

AutoCAD SHX Text PARK PROVIDED AND DELIVERED PICNIC TABLES. CONTRACTORS TO BOLT DOWN ALL PICNIC TABLES WITH GALVANIZED PIPE STRAP WITH TAP CON FASTENER. ONE ON EACH LEG, FOUR PER PICNIC TABLE, AND ONE IN CENTER OF EACH LEG, TWO PER PICNIC TABLE (TYPICAL).

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BARRIER FREE REQUIREMENTS

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AutoCAD SHX Text %%uSIGNAGE

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MEN'S

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5'-0" MAX.

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4'-0" MIN.

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AutoCAD SHX Text Bowl

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3'-0" MAX.

AutoCAD SHX Text %%uWATER CLOSET

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%%UDRINKING FOUNTAIN

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MAX.

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CLEAR

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CLEAR

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EXTERIOR COLUMN PATCH

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text PROVIDE STAINLESS STEEL SCREW FASTENERS WITH WATER PROOF GLUE. COUNTER SINK SCREW INTO WOOD AND PROVIDE WOOD PLUG.

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SHADED ARE INDICATES NEW WOOD, PREP PRIME FOR NEW FINISH

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EXISTING BRICK WALL.

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EXISTING METAL COLUMN BASE TO REMAIN.

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EXISTING BOLTS.

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DASHED LINES INDICATE A 5'-0" CLEARANCE AROUND TRASH AND RECYCLE RECEPTACLES

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GRILL DETAILS

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NOT TO SCALE

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CONSULTING ENGINEERS, INC

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FAX: (517) 487-2544

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PHONE: (517) 487-2511

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LANSING, MI 48906

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1601 E. CESAR CHAVEZ AVE.

AutoCAD SHX Text administrator@matrixceinc.com

AutoCAD SHX Text 6'-7"

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TO CENTER

AutoCAD SHX Text PARK PROVIDED AND DELIVERED TRASH/RECYCLE RECEPTACLES. CONTRACTORS TO INSTALL AND BOLT DOWN. SEE DETAIL #6 ON A-7 FOR TYPICAL ANCHOR DETAIL

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TO CENTER

NOT USED

BENCHMARK

SHELTER 20

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CONCRETE CURB DETAIL E - MODIFIED

LEGEND

PAVING LEGEND

PAVEMENT GRADING NOTES

PATHWAY ALIGNMENT NOTE

CONSTRUCTION TRAFFIC NOTE

SITE AMENITIES NOTE

PROJECT RESTORATION NOTE

TREE PROTECTION DETAIL-SECTION

TREE PROTECTION DETAIL-PLAN

CONCRETE SIDEWALK SECTION

CONCRETE PAVEMENT SECTION

Bidding and Contract Document (R 02/24) Belle Isle – Shelter 19 and 20 Replacement 751/20074.MNB

BID SCHEDULE

Base Bid Schedule - The Bidder will complete the Work and accept as full payment, for the Work items listed, the following Unit Prices and/or Item Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description

Unit Price

Item Bid Price

1 1 Mobilization N/A

2 1 General Conditions N/A

3 1 Supervision / PM N/A

4 1 Shelters N/A

5 1 Sidewalks N/A

6 1 ADA Parking Ramp N/A

7 1 Parking Lot Striping N/A

8 1 Doors, Frames, Hardware N/A

9 1 Painting N/A

10 1 Exterior Wood Repair N/A

11 1 Asphalt Roofing N/A

12 1 Electrical N/A

13 1 Mechanical N/A

14 1 Plumbing N/A

15 1 Footings / Foundations N/A

16 1 Temporary Fencing N/A

17 1 Site Remediations N/A

18 1 Fish ID Signage N/A

19 1 Interpretive Signage N/A $10,000.00

20 1 Misc. N/A 21 1 Soffit, Fascia, and Beam Repair N/A $5,000.00

ALLOWANCE AMOUNT $40,000.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form)

Base Bid (Sum of Item Bid Prices for all Base Bid Items):

__________________________________________________________________ Dollars $__________________________ (use words) (in figures)

Bidding and Contract Document (R 02/24)

Belle Isle – Shelter 19 and 20 Replacement

751/20074.MNB

MEMBRANE ROOFING 07 52 00 -1

SECTION 07 5200 - MEMBRANE ROOFING

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Torch Applied 2-Ply Asphalt Roofing

B. Edge Treatment and Roof Penetration Flashings.

1.2 RELATED SECTIONS

A. Drawings and general provisions of the Contract, including the Conditions of the Contract and Division 01 Specification Sections apply to this section.

1.3 REFERENCES

A. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing.

B. ASTM D 312 - Standard Specification for Asphalt used in Roofing.

C. ASTM D 451 - Standard Test Method for Sieve Analysis of Granular Mineral Surfacing for Asphalt Roofing Products.

D. ASTM D 1079 Standard Terminology Relating to Roofing, Waterproofing and Bituminous Materials.

E. ASTM D 1863 Standard Specification for Mineral Aggregate Used as a Protective Coating for Roofing.

F. ASTM D 2178 Standard Specification for Asphalt Glass Felt Used in Roofing and Waterproofing.

G. ASTM D 4586 Standard Specification for Asphalt Roof Cement, Asbestos-Free.

H. ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials.

I. ASTM E 108 - Standard Test Methods for Fire Test of Roof Coverings

J. National Roofing Contractors Association (NRCA): Roofing and Waterproofing Manual.

K. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) - Architectural Sheet Metal Manual.

L. Underwriters Laboratories, Inc. (UL): Fire Hazard Classifications.

M. Warnock Hersey (WH): Fire Hazard Classifications.

N. ANSI-SPRI ES-1 Wind Design Standard for Edge Systems used with Low Slope Roofing Systems.

Belle Isle – Shelter 19 and 20

MEMBRANE ROOFING 07 52 00 -2

O. ASCE 7, Minimum Design Loads for Buildings and Other Structures

P. UL - Fire Resistance Directory.

Q. FM Approvals - Roof Coverings and/or RoofNav assembly database.

1.4 DESIGN / PERFORMANCE REQUIREMENTS

A. Perform work in accordance with all federal, state and local codes.

B. Exterior Fire Test Exposure: Roof system shall achieve a UL, FM or WH Class rating for roof slopes indicated on the Drawings as follows:

1. Factory Mutual Class A Rating.

2. Underwriters Laboratory Class A Rating.

3. Warnock Hersey Class A Rating.

C. Design Requirements:

1. Uniform Wind Uplift Load Capacity

a. Installed roof system shall withstand negative (uplift) design wind loading pressures complying with the following criteria.

1) Design Code: ASCE 7, Method 2 for Components and Cladding.

2) Importance Category:

a) III.

3) Importance Factor of:

a) 1.0

4) Wind Speed: 114 mph

5) Exposure Category:

a) C.

6) Design Roof Height: 18 feet.

7) Minimum Building Width: 120 feet.

8) Roof Pitch: 1/4 :12.

9) Roof Area Design Uplift Pressure:

a) Zone 1 - Field of roof 21.7 psf

b) Zone 2 - Eaves, ridges, hips and rakes 42.7 psf

c) Zone 3 - Corners 56.1 psf

2. Live Load: 20 psf, or not to exceed original building design.

3. Dead Load:

a. Installation of new roofing materials shall not exceed the dead load capacity of the existing roof structure.

D. Roof System membranes containing recycled or bio-based materials shall be third party certified through UL Environment.

1.5 SUBMITTALS

A. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation instructions.

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B. Shop Drawings: Submit shop drawings including installation details of roofing, flashing, fastening, insulation and vapor barrier, including notation of roof slopes and fastening patterns of insulation and base modified bitumen membrane, prior to job start.

C. Design Pressure Calculations: Submit design pressure calculations for the roof area in accordance with ASCE 7 and local Building Code requirements. Include a roof system attachment analysis report, certifying the system's compliance with applicable wind load requirements before Work begins.

D. Recycled or Bio-Based Materials: Provide third party certification through UL Environment of roof System membranes containing recycled or bio based materials.

E. Verification Samples: For each modified bituminous membrane ply product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, color, and patterns.

F. Manufacturer's Certificates: Provide to certify products meet or exceed specified requirements.

G. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147. Testing must be performed at 77 deg. F. Tests at 0 deg. F will not be considered.

H. Test Reports: Submit test reports, prepared by an independent testing agency, for all modified bituminous sheet roofing, indicating compliance with ASTM D5147.

I. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing work.

Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work.

1.6 QUALITY ASSURANCE

A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual.

B. Manufacturer Qualifications: Company specializing in manufacturing products specified with documented ISO 9001 certification and minimum of twelve years of documented experience and must not have been in Chapter 11 bankruptcy during the last five years.

C. Installer Qualifications: Company specializing in performing Work of this section with minimum five years documented experience and a certified Pre-Approved Garland Contractor.

D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress.

E. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof

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system specified herein.

F. Source Limitations: Obtain all components of roof system from a single manufacturer.

Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Architect or Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.

1.7 PRE-INSTALLATION MEETINGS

A. Convene minimum two weeks prior to commencing Work of this section.

B. Review installation procedures and coordination required with related Work.

C. Inspect and make notes of job conditions prior to installation:

1. Record minutes of the conference and provide copies to all parties present.

2. Identify all outstanding issues in writing designating the responsible party for follow-up action and the timetable for completion.

3. Installation of roofing system shall not begin until all outstanding issues are resolved to the satisfaction of the Architect.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products in manufacturer's unopened packaging with labels intact until ready for installation.

B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.

C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface except store KEE-Stone FB 60 rolls flat on a clean flat surface. No wet or damaged materials will be used in the application.

D. Store at room temperature wherever possible, until immediately prior to installing the roll.

During winter, store materials in a heated location with a 50 degree F (10 degree C) minimum temperature, removed only as needed for immediate use. Keep materials away from open flame or welding sparks.

E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Architect/Engineer.

F. Adhesive storage shall be between the range of above 50 degree F (10 degree C) and below 80 degree F (27 degree C). Area of storage shall be constructed for flammable storage.

1.9 COORDINATION

A. Coordinate Work with installing associated metal flashings as work of this section proceeds.

1.10 PROJECT CONDITIONS

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A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

1.11 WARRANTY

A. Upon completion of the work, provide the Manufacturer's written and signed NDL Warranty, warranting that, if a leak develops in the roof during the term of this warranty, due either to defective material or defective workmanship by the installing contractor, the manufacturer shall provide the Owner, at the Manufacturer's expense, with the labor and material necessary to return the defective area to a watertight condition.

1. Warranty Period:

a. 30 years from date…

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File details come from the government source that posted it. Updated Feb 21, 2025.