Contractor's Bid Thorne Elementary Re-Roofing Project

25251 Annapolis St.

Dearborn Heights, MI

Westwood Community School District

3335 S. Beech Daly Rd

Dearborn Heights, MI 48125

Contact: Patrick Addison

Bid Due Date: Wednesday, November 4, 20026 by 11:00 am

Sealed Bids are to be submitted to: Westwood Community Schools, 3335 Beech Daly Road, Dearborn Heights, MI

Pursuant to notices given, the undersigned proposes to furnish all materials and labor necessary to complete the replacement as described below and in strict accordance to the plans and specifications dated 10-11-26. I, the undersigned, having familiarized myself with the attached Contract Documents do hereby propose to furnish all labor, equipment, materials, drayage, tolls, supervision, etc. and to complete all work as specified in these Documents and Specifications. By my submission of this Bidding Proposal I acknowledge the receipt of the Package containing the following: General Conditions & Requirements, General Instructions to

Bidders, Detailed Specifications, Detailed Rooftop Diagrams, and Detailed Specification Drawings. To provide supervision, labor, materials and equipment for roof repairs of the following items, per the attached:

***NOTE: Contractor is to exclude in pricing below, Garland supplied materials per Addendum #1 pertaining to the OMNIA

Procurement program. Contractor is to supply with bid submission the form identifying the quantity of Garland supplied materials anticipated for the project. The owner will purchase the Garland materials directly under a separate contract based upon the contractor supplied quantities.

BASE BID – SECTIONS 2&3 AND 13:

SECTIONS 2 & 3: _____________________________________________DOLLARS ($___________________)

SECTION 13: _____________________________________________DOLLARS ($___________________)

ALTERNATE BID – SECTIONS 11, 12, & 14:

SECTION 11 ______________________________________________ DOLLARS ($________________________)

SECTION 12 ______________________________________________ DOLLARS ($________________________)

SECTION 14: ______________________________________________ DOLLARS ($________________________)

Should additional work be determined necessary once roofing is removed, the following prices are to be used as unit costs per determined quantity during construction.

Line Item Cost for Wood Blocking Replacement: $______________________ / LF

Line Item Cost for Metal Decking Replacement: $_______________________ / SF

Line Item Cost for Drain Replacement: $_________________________ / EA

Line Item Cost for Gypsum Decking Replacement: $______________________/SF

Line Item Cost for Concrete Decking Repair: $________________________/SF

Submitting Contractor:__________________________________________________________ Date: ______________________

Continued on Next Page

Proposed start date and duration based on award by November 19, 2026 with project completion no later than August 15, 2027

Anticipated Start Date (approximate) & Duration:____________________________________________________

Addendum Acknowledgement: Addendums_____________________________________________________

*Due to the volatility of the supply chain within the roofing market, the contractor will be required to substantiate any cost increases from the time of bid up until the time of the project. This includes providing pricing information from the manufacturers/suppliers at the time of the bid if necessary. Owner will need to approve any change orders per bid documents.

** Due to anticipated price increases, the owner shall procure the Garland materials through a direct purchase however the contractor is to store the materials until mobilization with anticipated ship date prior to end of 2026.

Submitted By:

SIGNATURE: __________________________________

TITLE: __________________________________

BUSINESS NAME: __________________________________

CONTRACTOR ADDRESS: ___________________________________ DATE:__________________

Westwood Community Schools

2027 Thorne Roof Project

It is the intent of Westwood Community Schools (“Agency”) to purchase materials for the 2027 Thorne Roof Project

(“Project”) located at 25251 Annapolis St., Dearborn Heights, MI, directly from Garland Inc., based upon the

Agency’s participation in the Omnia Partners Government Purchasing Alliance’s program for Roofing Supplies and

Related Products and Services, as priced by and awarded to Garland/DBS, Inc., resulting from the competitively solicited Sealed Bid #PW-1925 issued by the Racine County Board of Commissioners.

As a bidder on the Project, you are required to fill in your order quantities for the following materials as listed below:

Sec 2 & 3 Sec 13 Sec 11 Sec 12 Sec 14

Material Name Coverage Rate/Application Qty Qty Qty Qty Qty

VersiPly 40 200 sf roll

HPR Torch Base 100 sf roll

StressBase 80 Plus 150 sf roll

StressPly Plus 100 sf roll

StressPly Plus FR Min 75 sf roll

Garlastic KM Plus 50# keg

InsuLock HR Case (4 cartridges per case) – 600 sf/case

Rmer Flat Stock 22 Ga. Std Color – 4’ x 10’ each

PLEASE NOTE:

1. It is the responsibility of the bidder to obtain any product-related information and pricing from the Garland representative prior to bid submission.

2. The bidder takes full responsibility for the material quantities entered above. Any additional materials required to complete the Project, over and above the quantities submitted by the bidder in this addendum, will be billed to the bidder directly and will not be the responsibility of the Agency.

3. Material quantities will be cross-referenced to an expected Project take-off to verify accuracy. Any bids that have material quantities substantially below or above the anticipated requirements for the Project will be rejected unless a detailed explanation is provided.

AFFIDAVIT OF COMPLIANCE – IRAN ECONOMIC SANCTIONS ACT

Michigan Public Act No. 517 of 2012

The undersigned, the owner or authorized officer of the below-named contractor (the

“Contractor”), pursuant to the compliance certification requirement provided in the Farmington

Public Schools’ (the “School District”) Request For Proposals For

______________________________ (the “RFP”), hereby certifies, represents and warrants that the Contractor (including its officers, directors and employees) is not an “Iran linked business” within the meaning of the Iran Economic Sanctions Act, Michigan Public Act No. 517 of 2012 (the

“Act”), and that in the event Contractor is awarded a contract as a result of the aforementioned

RFP, the Contractor will not become an “Iran linked business” at any time during the course of performing any services under the contract.

The Act defines an Iran Linked Business as an individual or any entity, including all successors, parent companies, subsidiaries and companies under common control, engaged in investment activities of $20,000,000.00 or more with the energy sector of Iran, including providing of products used to construct or maintain oil or liquefied natural gas pipelines.

The Contractor further acknowledges that any person who is found to have submitted a false certification is responsible for a civil penalty of not more than $250,000.00 or 2 times the amount of the contract or proposed contract for which the false certification was made, whichever is greater, the cost of the School District’s investigation, and reasonable attorney fees, in addition to the fine. Moreover, any person who submitted a false certification shall be ineligible to bid on a

Request for Proposal for three (3) years from the date it is determined that the person has submitted the false certification.

CONTRACTOR:

Name of Contractor

By:

Its:

Date:

STATE OF )

)ss.

COUNTY OF ____________ )

This instrument was acknowledged before me on the _____ day of ____________, 2026, by

, Notary Public

___________________________ County, __________

My Commission Expires:_________________________

Acting in the County of :_________________________

AFFIDAVIT OF BIDDER

The undersigned, the School District or authorized officer of _________________________________ (the “Bidder”), pursuant to the familial disclosure requirement provided in the Westwood Community School District (the “School District”) advertisement for bids, hereby represent and warrant, except as provided below, that no familial relationships exist between the School District(s) or any employee of ___________________________________ (the “Bidder”) and any member of the Board of Education of the School District or the Superintendent of the School District.

List any Familial Relationship:

BIDDER:

By: ___________________________

Its: ___________________________

STATE OF MICHIGAN

County of _____________________

This instrument was acknowledged before me on the _______ day of ______________________, 2026, by

________________________________ , Notary Public

________________County, Michigan

My commission Expires: __________

Acting in the County of: ___________

GENERAL ROOF NOTES:

- SECTIONS 2 & 3:

- GYPSUM DECKING / 1.5" POLYISO / ½” WOOD

FIBER / BUR

- SECTIONS 11 & 14:

- METAL DECKING / 2" POLYISO / 1" PERLITE / BUR

- SECTION 12:

- METAL DECKING / 1" PERLITE / BUR

- SECTION 13:

- CONCRETE DECKING / VAPOR BARRIER /

1.5:POLYISO / ½” WOOD FIBER / BUR

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DEARBORN, MI

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EXISTING ROOF

THORNE ELEMENTARY

- PROPOSED SECTIONS

FOR 2027 WORK

• Section 1 – 10,600 SF (BUR)

• Section 2 – 12,200 SF (BUR)

• Section 3 – 450 SF (BUR)

• Section 4 – 500 SF (BUR)

• Section 5 – 6,500 SF (BUR)

• Section 6 – 3,800 SF (BUR)

• Section 7 – 6,500 SF (BUR)

• Section 8 – 3,250 SF (BUR)

• Section 9 – 1,100 SF (BUR)

• Section 10 – 720 SF (BUR)

• Section 11 – 3,850 SF (BUR)

• Section 12 – 1,600 SF (BUR)

• Section 13 – 3,800 SF (BUR)

• Section 14 – 1,000 SF (BUR)

• Section 15 – 16,500 SF (BUR)

• Section 16 – 750 SF (BUR)

• Section 17 – 400 SF (BUR)

• Section 18 – 1,550 SF (BUR)

• Section 19 – 6,000 SF (BUR)

GENERAL ROOF NOTES:

- SECTIONS 2 & 3:

- GYPSUM DECKING / 1.5" POLYISO / ½” WOOD

FIBER / BUR

- SECTIONS 11 & 14:

- METAL DECKING / 2" POLYISO / 1" PERLITE / BUR

- SECTION 12:

- METAL DECKING / 1" PERLITE / BUR

- SECTION 13:

- CONCRETE DECKING / VAPOR BARRIER /

1.5:POLYISO / ½” WOOD FIBER / BUR

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DEARBORN, MI

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EXISTING ROOF

• Section 1 – 10,600 SF (BUR)

• Section 2 – 12,200 SF (BUR)

• Section 3 – 450 SF (BUR)

• Section 4 – 500 SF (BUR)

• Section 5 – 6,500 SF (BUR)

• Section 6 – 3,800 SF (BUR)

• Section 7 – 6,500 SF (BUR)

• Section 8 – 3,250 SF (BUR)

• Section 9 – 1,100 SF (BUR)

• Section 10 – 720 SF (BUR)

• Section 11 – 3,850 SF (BUR)

• Section 12 – 1,600 SF (BUR)

• Section 13 – 3,800 SF (BUR)

• Section 14 – 1,000 SF (BUR)

• Section 15 – 16,500 SF (BUR)

• Section 16 – 750 SF (BUR)

• Section 17 – 400 SF (BUR)

• Section 18 – 1,550 SF (BUR)

• Section 19 – 6,000 SF (BUR)

THORNE ELEMENTARY

PROPOSED SECTIONS

FOR 2027 WORK

1 2

5 7

8 11

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DEARBORN, MI

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DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2010 Garland Indus tries , Inc.

2-PLY IN HOT ASPHALT

MB2CM-11 RAISED METAL EDGE

RAISED METAL EDGE

2-PLY IN HOT ASPHALT

MB2CM-11 RAISED METAL EDGE

RAISED METAL EDGE

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

METAL DECK

HPR MODIFIED MEMBRANE

EXTEND PLY OVER BLOCKING

FASTEN 8" O.C. [203mm]

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SPECIFY

1 1/2"

1/2"

22 GA. CANT DAM

FASCIA COVER

FASTEN PLIES TO CANT DAM WITH

FLAT HEAD FASTENER @ 8"o.c.

CANT DAM FASTENED @ 12"O.C.

CONCEALED SPLICE PLATE BETWEEN 10' SECTIONS

HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN

[228mm] ON FIELD

BASE FLASHING PLY 6" MIN. [152mm] ON

FIELD

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

METAL DECK

HPR MODIFIED MEMBRANE

EXTEND PLY OVER BLOCKING

FASTEN 8" O.C. [203mm]

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SPECIFY

1 1/2"

1/2"

22 GA. CANT DAM

FASCIA COVER

FASTEN PLIES TO CANT DAM WITH

FLAT HEAD FASTENER @ 8"o.c.

CANT DAM FASTENED @ 12"O.C.

CONCEALED SPLICE PLATE BETWEEN 10' SECTIONS

HPR MODIFIED MEMBRANE FLASHING PLY 9" MIN

[228mm] ON FIELD

BASE FLASHING PLY 6" MIN. [152mm] ON

FIELD

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2010 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-20 COPING CAP

COPING CAP

2- PLY IN HOT ASPHALT

MB2CM-20 COPING CAP

COPING CAP

CANT STRIP

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

METAL DECK

24" MAX.

[610mm]

[152mm] ON FIELD

BASE FLASHING PLY 6" MIN.

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN [228mm] ON FIELD

HPR MODIFIED MEMBRANE

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SLOPE PER SPECIFICATION

COPING COVER x 10'-0"

6" CONCEALED SPLICE PLATE @ EACH

JOINT

16 GA ANCHOR CHAIR

(4) FASTENERS PER ANCHOR CHAIR

EXTEND PLIES OVER BLOCKING

FASTEN 8" O.C. [203mm]

CANT STRIP

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

METAL DECK

24" MAX.

[610mm]

[152mm] ON FIELD

BASE FLASHING PLY 6" MIN.

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN [228mm] ON FIELD

HPR MODIFIED MEMBRANE

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SLOPE PER SPECIFICATION

COPING COVER x 10'-0"

6" CONCEALED SPLICE PLATE @ EACH

JOINT

16 GA ANCHOR CHAIR

(4) FASTENERS PER ANCHOR CHAIR

EXTEND PLIES OVER BLOCKING

FASTEN 8" O.C. [203mm]

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

2- PLY IN HOT ASPHALT

MB2CM-22 SURFACE MOUNTED COUNTERFLASHING

SURFACE MOUNTED COUNTERFLASHING

2- PLY IN HOT ASPHALT

MB2CM-22 SURFACE MOUNTED COUNTERFLASHING

SURFACE MOUNTED COUNTERFLASHING

INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

BASE PLY

CANT STRIP

METAL DECK

[152mm] ON FIELD

BASE FLASHING PLY 6" MIN.

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN [228mm] ON FIELD

8" MIN.

[203mm]

POLYURETHANE SEALANT

[203mm] THROUGH BUTYL TAPE

POLYURETHANE SEALANT

TERMINATION BAR FASTENED 8" O.C.

COUNTERFLASHING FASTENED 8" O.C.

[203mm] THROUGH BUTYL TAPE

HPR MODIFIED MEMBRANE

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SLOPE PER SPECIFICATION

COPING COVER x 10'-0"

6" CONCEALED SPLICE PLATE @ EACH

JOINT

16 GA. ANCHOR CHAIR

(4) FASTENERS PER ANCHOR CHAIR

MIN. 40 MIL. SELF ADHERING UNDERLAYMENT

INSULATION STAGGER ALL JOINTS,

FASTEN PER SPECIFICATION

BASE PLY

CANT STRIP

METAL DECK

[152mm] ON FIELD

BASE FLASHING PLY 6" MIN.

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN [228mm] ON FIELD

8" MIN.

[203mm]

POLYURETHANE SEALANT

[203mm] THROUGH BUTYL TAPE

POLYURETHANE SEALANT

TERMINATION BAR FASTENED 8" O.C.

COUNTERFLASHING FASTENED 8" O.C.

[203mm] THROUGH BUTYL TAPE

HPR MODIFIED MEMBRANE

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

SLOPE PER SPECIFICATION

COPING COVER x 10'-0"

6" CONCEALED SPLICE PLATE @ EACH

JOINT

16 GA. ANCHOR CHAIR

(4) FASTENERS PER ANCHOR CHAIR

MIN. 40 MIL. SELF ADHERING UNDERLAYMENT

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-33 CURB DETAIL/AIR H ANDLING STATION

CURB DETAIL/AIR HANDLING STATION

2- PLY IN HOT ASPHALT

MB2CM-33 CURB DETAIL/AIR H ANDLING STATION

CURB DETAIL/AIR HANDLING STATION

8" MIN.

[203mm]

1/2" MINIMUM [13mm]

BASE OF UNIT EXTENDS

BEYOND AND DOWN OVER

TOP OF CURB

SEALING MATERIAL-MUST

BE CONTINUOUS ON THE

PERIMETER

FLASHING RECEIVER

FASTENERS 8"

O.C. [203mm]

COUNTERFLASHING

1" MIN. [25mm]

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN.

[228mm] ON FIELD

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

METAL DECK

UNIT MOUNTING CURB

HPR MODIFIED

MEMBRANE

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

CANT-FASTENED TO NAILER

BASE PLY

WOOD NAILER NOMINAL

2" X 4" [51mm X 102mm]

BASE FLASHING

PLY 6" MIN.

[152mm] ON FIELD8" MIN.

[203mm]

1/2" MINIMUM [13mm]

BASE OF UNIT EXTENDS

BEYOND AND DOWN OVER

TOP OF CURB

SEALING MATERIAL-MUST

BE CONTINUOUS ON THE

PERIMETER

FLASHING RECEIVER

FASTENERS 8"

O.C. [203mm]

COUNTERFLASHING

1" MIN. [25mm]

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN.

[228mm] ON FIELD

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

METAL DECK

UNIT MOUNTING CURB

HPR MODIFIED

MEMBRANE

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

CANT-FASTENED TO NAILER

BASE PLY

WOOD NAILER NOMINAL

2" X 4" [51mm X 102mm]

BASE FLASHING

PLY 6" MIN.

[152mm] ON FIELD

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-32 EQUIPMENT SUPPORT

EQUIPMENT SUPPORT

2- PLY IN HOT ASPHALT

MB2CM-32 EQUIPMENT SUPPORT

EQUIPMENT SUPPORT

8" MIN.

[203mm]

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

METAL CAP SECURED

APPROX. 24" O.C.

[610mm] W/ FASTENERS

& NEOPRENE WASHERS

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MIN.

[228mm] ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

NEOPRENE PAD

HPR MODIFIED

MEMBRANE

HPR FLASHING FASTENED

8" O.C. [203mm]

BOLTS WITH

NEOPRENE WASHERS

METAL DECK

8" MIN.

[203mm]

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

BASE PLY

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

METAL CAP SECURED

APPROX. 24" O.C.

[610mm] W/ FASTENERS

& NEOPRENE WASHERS

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MIN.

[228mm] ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

NEOPRENE PAD

HPR MODIFIED

MEMBRANE

HPR FLASHING FASTENED

8" O.C. [203mm]

BOLTS WITH

NEOPRENE WASHERS

METAL DECK

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-30 EXPAN SION JOINT

EXPANSION JOINT

2- PLY IN HOT ASPHALT

MB2CM-30 EXPAN SION JOINT

EXPANSION JOINT

8" M

IN

[2 m m

BASE PLY

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

CANT-FASTENED

TO NAILER

PREMANUFACTURED

EXPANSION

JOINT COVER

FLEXIBLE WATER

PROOF MEMBRANE

CLOSURE

COMPRESSIBLE

INSULATION

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

CHAMFER EACH SIDE OF

WOOD CURB TO DRAIN

METAL CAP SECURED

APPROX. 12" O.C.

[305mm] W/ FASTENERS

& NEOPRENE WASHERS

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MIN.

[228mm] ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING FASTENED

8" O.C. [203mm]

METAL DECK

FLEXIBLE VAPOR

RETARDER TO SERVE

AS INSULATION

RETAINER ATTACH TO

TO OF CURB

HPR MODIFIED

MEMBRANE

8" M

IN

[2 m m

BASE PLY

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

CANT-FASTENED

TO NAILER

PREMANUFACTURED

EXPANSION

JOINT COVER

FLEXIBLE WATER

PROOF MEMBRANE

CLOSURE

COMPRESSIBLE

INSULATION

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

CHAMFER EACH SIDE OF

WOOD CURB TO DRAIN

METAL CAP SECURED

APPROX. 12" O.C.

[305mm] W/ FASTENERS

& NEOPRENE WASHERS

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MIN.

[228mm] ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING FASTENED

8" O.C. [203mm]

METAL DECK

FLEXIBLE VAPOR

RETARDER TO SERVE

AS INSULATION

RETAINER ATTACH TO

TO OF CURB

HPR MODIFIED

MEMBRANE

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2012 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-34 ROOF HATCH

ROOF HATCH

2- PLY IN HOT ASPHALT

MB2CM-34 ROOF HATCH

ROOF HATCH

CANT FASTENED TO NAILER

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN. [228mm] ON FIELD

BASE FLASHING PLY 6" MIN. [152mm] ON FIELD

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

HPR MODIFIED MEMBRANE

BASE PLY

METAL DECK

EXTERIOR LOCK PROVISION

INTERIOR

HANDLE

8" MIN.

RUBBERIZED ASPHALT SEALANT

TERMINATION BAR FASTENED 8" O.C.

FASTENER WITH NEOPRENE WASHER

ANCHORS BY OTHERS

ROOF HATCH

INTEGRAL CAP FLASHING

CONTINUOUS BUTYL TAPE

CANT FASTENED TO NAILER

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN. [228mm] ON FIELD

BASE FLASHING PLY 6" MIN. [152mm] ON FIELD

INSULATION STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

HPR MODIFIED MEMBRANE

BASE PLY

METAL DECK

EXTERIOR LOCK PROVISION

INTERIOR

HANDLE

8" MIN.

RUBBERIZED ASPHALT SEALANT

TERMINATION BAR FASTENED 8" O.C.

FASTENER WITH NEOPRENE WASHER

ANCHORS BY OTHERS

ROOF HATCH

INTEGRAL CAP FLASHING

CONTINUOUS BUTYL TAPE

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-52 PITCH POCKET

PITCH POCKET

2- PLY IN HOT ASPHALT

MB2CM-52 PITCH POCKET

PITCH POCKET

4" MIN.

[102mm]

METAL DECK

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR MODIFIED

MEMBRANE

BASE PLY

SHEET METAL PITCH

PAN SOLDERED/WELDED

WATERTIGHT 4" MIN

[102mm] HEIGHT

OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE OF PENETRATION

POLYURETHANE

SEALANT

POURABLE SEALANT,

2 PART

INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION

NON-SHRINK GROUT

PRIME PROJECTION

4" MIN.

[102mm]

METAL DECK

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR MODIFIED

MEMBRANE

BASE PLY

SHEET METAL PITCH

PAN SOLDERED/WELDED

WATERTIGHT 4" MIN

[102mm] HEIGHT

OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE OF PENETRATION

POLYURETHANE

SEALANT

POURABLE SEALANT,

2 PART

INSULATION, STAGGER ALL JOINTS, FASTEN PER SPECIFICATION

NON-SHRINK GROUT

PRIME PROJECTION

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DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-36 EXHAUST FAN DETAIL

EXHAUST FAN DETAIL

2- PLY IN HOT ASPHALT

MB2CM-36 EXHAUST FAN DETAIL

EXHAUST FAN DETAIL

[203mm]

8" MIN.

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING

FASTENED

8" O.C. [203mm]

METAL DECK

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

HPR MODIFIED

MEMBRANE

BASE PLY

METAL EXHAUST

FAN COVER

CANT STRIP

[203mm]

8" MIN.

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING

FASTENED

8" O.C. [203mm]

METAL DECK

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

HPR MODIFIED

MEMBRANE

BASE PLY

METAL EXHAUST

FAN COVER

CANT STRIP

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-37 PASSIVE VENT/AIR INTAKE

PASSIVE VENT/AIR INTAKE

2- PLY IN HOT ASPHALT

MB2CM-37 PASSIVE VENT/AIR INTAKE

PASSIVE VENT/AIR INTAKE

[203mm]

8" MIN.

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING

FASTENED

8" O.C. [203mm]

METAL DECK INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

HPR MODIFIED

MEMBRANE

BASE PLY

PASSIVE VENT /

AIR INTAKE

CANT STRIP

[203mm]

8" MIN.

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

HPR MODIFIED

MEMBRANE FLASHING

PLY 9" MIN. [228mm]

ON FIELD

BASE FLASHING PLY

6" MIN. [152mm]

ON FIELD

HPR FLASHING

FASTENED

8" O.C. [203mm]

METAL DECK INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATIONS

HPR MODIFIED

MEMBRANE

BASE PLY

PASSIVE VENT /

AIR INTAKE

CANT STRIP

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

© 2006 Garland Indus tries , Inc.

2- PLY IN HOT ASPHALT

MB2CM-40 ROOF DRAIN

ROOF DRAIN

2- PLY IN HOT ASPHALT

MB2CM-40 ROOF DRAIN

ROOF DRAIN

METAL DECK

DECK CLAMP

CLAMPING RING

STRAINER

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

BASE FLASHING PLY

40" [1016mm]

HPR MODIFIED

MEMBRANE

BASE PLY

HPR MODIFIED MEMBRANE MIN. 48" [1219mm]

TAPER INSULATION 24" MIN. [610mm]

FROM CENTER OF DRAIN, STAGGER

ALL JOINTS, FASTEN PER SPECIFICATION

LEAD FLASHING 30" SQ. MIN. [762] SET

IN MASTIC, WRAPPED DOWN 2" MIN. [51mm], PRIME TOP SURFACE BEFORE FLASHING

METAL DECK

DECK CLAMP

CLAMPING RING

STRAINER

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

BASE FLASHING PLY

40" [1016mm]

HPR MODIFIED

MEMBRANE

BASE PLY

HPR MODIFIED MEMBRANE MIN. 48" [1219mm]

TAPER INSULATION 24" MIN. [610mm]

FROM CENTER OF DRAIN, STAGGER

ALL JOINTS, FASTEN PER SPECIFICATION

LEAD FLASHING 30" SQ. MIN. [762] SET

IN MASTIC, WRAPPED DOWN 2" MIN. [51mm], PRIME TOP SURFACE BEFORE FLASHING

DETAIL:

GARLAND CANADA, INC.

THE GARLAND COMPANY, INC.

THE GARLAND COMPANY UK, LTD

FILENAME:

2- PLY IN HOT ASPHALT

MB2CM-50 PLUMBING STACK

PLUMBING STACK

2- PLY IN HOT ASPHALT

MB2CM-50 PLUMBING STACK

PLUMBING STACK

4" MIN.

[102mm]

[305mm]

12" MIN.

METAL DECK

SET LEAD FLANGE IN

MASTIC, PRIME FLANGE

BEFORE STRIPPING

HPR MODIFIED MEMBRANE

FLASHING PLY 12" MIN.

[305mm] ON FIELD

BASE FLASHING PLY

8" MIN. [203mm]

ON FIELD

HPR MODIFIED

MEMBRANE

BASE PLY

PLUMBING VENT STACK

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

ROLL DOWN LEAD FLASHING 1" MIN

[25mm] DOWN INTO PIPE

POLYURETHANE

SEALANT

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

4" MIN.

[102mm]

[305mm]

12" MIN.

METAL DECK

SET LEAD FLANGE IN

MASTIC, PRIME FLANGE

BEFORE STRIPPING

HPR MODIFIED MEMBRANE

FLASHING PLY 12" MIN.

[305mm] ON FIELD

BASE FLASHING PLY

8" MIN. [203mm]

ON FIELD

HPR MODIFIED

MEMBRANE

BASE PLY

PLUMBING VENT STACK

INSULATION, STAGGER

ALL JOINTS, FASTEN

PER SPECIFICATION

ROLL DOWN LEAD FLASHING 1" MIN

[25mm] DOWN INTO PIPE

POLYURETHANE

SEALANT

ALL PLIES SET IN HOT ASPHALT

SEE SPECIFICATIONS FOR SURFACING

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BASE BID: 2-PLY MODIFIED SYSTEM IN SEBS ASPHALT AND CTP FLOOD COAT

1) Remove existing roof and roofing components, including counter-flashings, copings, gravel stops, and insulation, down to decking. Check decking for deficiencies and replace deteriorated decking at the cost/sf price as identified on the bid form. Metal Decking Sections – 11, 12, & 14 / Gypsum Decking Sections: 2 & 3 / Concrete Decking Sections: 13

2) At Sections with Gypsum Decking, a base sheet will be required. The base sheet will be the VersiPly 40 and will be nailed/augered per the wind uplift requirements.

3) At sections with Concrete Decking, the deck is to receive a primer coat of Garla-prime at 0.5 gallons per square and HPR Torch Base sheet installed per Garland standard details.

4) At metal decking sections, mechanically attach 2 ½” Polyisocyanurate insulation at predetermined fastening pattern to achieve necessary wind uplift values as specified. At concrete and gypsum decking sections, insulation is to be installed utilziing InsuLock insulation adhesive per wind uplift requirements.

5) install ¼” tapered insulation crickets between drain locations to facilitate positive drainage where necessary (metal decking: fasten / Gypsum and Concrete: Insulok Adhesive)

6) Install ½” Primed Wood Fiberboard set in InsuLock insulation adhesive per wind uplift requirements.

7) Sump all drains where allowed to achieve 4' x 4' pan.

8) All accessories such as cant strips, drain inserts (or new drains), sealants, etc. are to be installed as identified in specifications and drawings.

9) New HPR, two-ply modified system is to consist of StressBase 80 and StressPly Plus smooth cap set in Garlastic KM Plus at a rate of 25# per square for interply.

10) Flashing plies at all perimeter and penetration conditions are to be installed per provided details utilizing StressBase 80 Base Sheet and StressPly Plus FR Mineral Surfaced SBS Cap sheet set in

Flashing Bond adhesive.

11) All copings and counter-flashings are to be fabricated from 22 Ga., prefinished steel per specifications in owner’s choice of a standard color.

12) Pitch pans and gravel guards around drains are to utilize 16 oz, cold rolled copper with grade 50A solder. Pitch pans are to receive umbrellas.

13) The field of the roof is to receive a flood coat of Black-Knight Cold, cold process coal-tar pitch at a rate of 5 gallons per square and 500lbs/sq of pea gravel.

14) All exposed SBS flashings are to receive a reflective coating of SilverShield Aluminizer per specifications and details (2 gal/square).

15) Contractor is responsible to have any lightning protection system re-installed and certified by licensed company.

16) Garland Representative to be on site daily to inspect project and provide daily reports indicating any details and/or conditions that should be noted and ensure full compliance with bidding documents.

17) Garland to issue 30 year warranty to owner and contractor to issue 3 year workmanship warranty.

SCOPE OF WORK

007200-1

SECTION 00 72 00

GENERAL CONDITIONS

PART 1 GENERAL

1.1 DEFINITIONS

A. The contract document consists of the AGREEMENT, the GENERAL CONDITIONS of the contract, the DRAWINGS and the SPECIFICATIONS, including all revisions hereto.

B. The Owner, the Contractor and the Owner’s Representative shall be indicated as such throughout these documents. The term Contractor as used herein shall designate the successful bidder to whom the roof contract is awarded.

C. The term Owner shall be understood to be the Westwood Community School District

D. The term Owner’s Representative shall be understood to mean the representative of the primary material manufacturer, The Garland Company, Inc.

1.2 OWNER’S REPRESENTATIVE STATUS

A. The Owner’s Representative shall have general Rights of Inspection of the work and is the agent of the Owner in all matters pertaining to the work as provided in the Contract Documents. The Owner’s Representative has the authority to stop work whenever such stoppage may be necessary to ensure the proper execution of the contract and shall have authority to reject any and all materials, whether worked or unworked, if such materials are not in accordance with the plans and specifications.

1.3 CONDTION OF SITE

A. The bidders shall visit the site before submitting their bids and determine the field conditions affecting their work. In considering the bids, the Owner will assume that the bidders are aware of all items, pertinent to their work and have made allowance for same in their bids.

1.4 VERIFICATION OF DIMENSIONS AND ELEVATIONS

A. Dimensions and elevations indicated on the drawings in reference to existing structures or utilities are the best available data but are not guaranteed by the Owner’s Representative and the Owner’s Representative will not be responsible for their accuracy. Before bidding on any paperwork dependent upon the data involved, the Contractor shall field check and verify all dimensions, grades, lines, levels or other conditions of limitations at the site to avoid construction errors. If any work is performed by the Contractor or any of his/her subcontractors prior to adequate verification or applicable data, any resultant extra cost for adjustment of work as required to conform to existing limitations, shall be assumed by the Contractor without reimbursement or compensation by the Owner.

007200-2

1.5 PROTECTION OF OWNER’S OPERATIONS

A. The Contractor shall erect such barriers, tarpaulins, doors, etc., as may be necessary to protect the Owner’s operations while work is in progress. Any such openings that are essential to carrying on the work shall be securely closed by the Contractor when not in use to protect the Owner’s operations.

1.6 PROTECTION OF WORK AND PROPERTY

A. The Contractor shall maintain adequate protection of all his/her work from damage and shall protect the Owner’s and adjacent property from injury or loss arising from this contract. He/she shall provide and maintain at all times any danger signs, guards and/or obstructions necessary to protect the public and his/her workmen from any dangers inherent with or created by the work in progress. He/she shall hold the Owner harmless from any loss arising due to injury or accident to the public or his/her workmen, or from theft of materials stored at the job site. All materials will be stored in locations other than on roof surfaces except as necessary and shall then be placed on plywood or other type of material to protect the roof surface at all times.

B. Before starting any work, the Contractor shall protect all grounds, copings, paving and exterior of all buildings where work will be performed.

C. In those areas where materials and/or hot asphalt will be raised to the roof area, a protective covering shall be placed from the base of the wall extending up and over the top edge of the roof. This coverage shall be wide enough to assure that the exterior walls do not become stained or soiled during roofing operations.

D. Any areas of the building or grounds which have become stained or damaged in any way shall be repaired or replaced by the Contractor prior to the final inspections.

The method of repair used must be acceptable to both the Owner and the Owner’s Representative.

1.7 MATERIAL STORAGE AND CLEAN-UP

A. The Contractor shall keep the premises free from rubbish at all times and shall arrange his/her material storage so as not to interfere with the Owner’s operations.

At the completion of the job, all the unused material and rubbish shall be removed from the site. The ground shall be raked clean and the building shall be broom cleaned. If the Contractor refuses at any time to remove his/her debris from the premises, or to keep the working area clean, such cleaning will be completed by the Owner and deducted from the balance due the Contractor.

B. The Contractor shall also remove drippage of bitumen or adhesive from all walls, windows, floors, ladders and finished surfaces. Failure to do so will result in the work being done by others and the cost shall be deducted from the balance due the Contractor.

C. Materials must be delivered with manufacturer’s label in tact and legible. Labels must be affixed to the outside of the package stating the type of product, name and address of the manufacturer. All materials shall be stored and protected against weather, vandalism, and theft. Any materials found to be damaged or missing shall be replaced by the Contractor at no cost to the Owner.

1.8 INSPECTION OF WORK

007200-3

A. Where the drawings or specifications require the inspection and approval of any work in progress by the Owner’s Representative, the Contractor shall give that Representative ample notice to allow for scheduling the inspection, which shall be made promptly to avoid delay of work. If work has progressed without the required inspections or approval by the Representative, it shall be uncovered for inspection at the Contractor’s expense.

B. Uncovering of work not originally inspected, or uncovering questioned work may be ordered by the Owner’s Representative and it shall be done by the Contractor. If examination proves such work to be incorrectly done or not done in accordance with the plans and specifications, the Contractor shall bear all cost of the reexamination.

If the work is proven correctly installed, all such expense shall be borne by the Owner.

1.9 INSPECTION OF WORK IN PROGRESS AND UPON COMPLETION

A. If directed by the Owner’s Representative, the Contractor shall cut not more than four (4) cores, of approximately 200 square inches each, from every newly constructed roof area, in order to establish the amount of materials used per square foot, and shall restore all such areas to sound and watertight conditions as prior to the core testing.

B. In the event that such core cuts disclose any deficiency in materials, or soundness of construction, the Contractor shall, at his/her own expense, apply additional materials or otherwise correct the deficiencies to the satisfaction of the Owner’s Representative.

C. Noncompliance with the terms of this specification and ensuing contract can result in either the cancellation of the contract, or complete replacement of the defective areas at the Contractor’s expense. In the event of cancellation, the Owner will not be obligated to compensate the Contractor for any work undertaken in a defective manner

D. Damages caused by water infiltration resulting from the failure of the Contractor to secure each day’s work in a weather tight manner, will be corrected at the Contractor’s expense. Included as damages will be all labor costs incurred by the Owner as a result of such water infiltration.

E. The Owner will require the Owner’s Representative to examine the work in progress, as well as upon completion, in order to ascertain the extent to which the materials and procedures conform to the requirements of these specifications and to the published instructions of the Manufacturer.

F. The authorized Owner’s Representative shall be responsible for:

1. Keeping the Owner informed on a periodic basis as to the progress and quality of the work;

2. Calling to the attention of the Contractor those matters he/she considers to be in violation of the contract requirements;

3. Reporting to the Owner any failure or refusal of the Contractor to correct unacceptable practices;

4. Conducting preliminary and subsequent job-site meetings with the

Contractor’s official job representative;

5. Supervising the taking of test cuts, and the restoration of such areas;

6. Rendering any other inspection services which the Owner may designate; and

007200-4

7. Certifying, after completion of the work, the extent to which the Contractor has complied with these specifications as well as to the published instructions of the Manufacturing Company.

G. The presence and activities of the Owner’s Representative shall in no way relieve the Contractor of his/her contractual responsibilities.

1.10 MISCELLANEOUS UTILITIES

A. Electrical power will be furnished by the Owner for small tools only. All connections to the electrical system will be furnished by the Contractor.

B. Water for concrete, mortar, washing and drinking purposes will be furnished by the Owner. Any connections to the water system shall be completed by the Contractor.

C. At the completion of the work, or when the above connections are no longer required, the Contractor shall remove all connections and leave the facilities in a condition at least as satisfactory as prior to the commencement of his/her work.

D. Toilet facilities will be provided by the Contractor. The Contractor will be responsible for supplying a portable toilet on the job-site. The Contractor’s personnel are not permitted to enter the building without proper authorization from the Owner or Owner’s Representative.

1.11 CHANGES OR EXTRA WORK

A. The Owner may, without invalidating the original contract, order such changes or additions as may from time to time be deemed desirable. In so doing, the contract price shall be adjusted, as stated below, with all work being done under the conditions of the original contract except for such adjustments in extension of time as may be acceptable to the Owner. The value of such extra work shall be determined in one of the following ways:

1. By firm adjustment;

2. By cost plus with a guaranteed maximum;

3. By cost with a fixed fee; or

4. By unit cost.

B. If agreement is reached that the extra cost shall be handled as per methods 2, 3, or

4, the Contractor shall keep and compile a correct amount of the cost together with such vouchers, etc., as may be necessary to substantiate same for presentation to the Owner. The Owner’s Representative shall have authority to make minor job changes or additions as may be necessary to expedite the job providing such changes do not involve additional material cost. No major change or addition shall be made except upon receipt by the Contractor of a signed order from the Owner authorizing such a change. No claims for an extra to the contract price shall be valid unless so authorized.

C. All work covered by unit prices submitted by the Contractor in his/her proposal must be covered by a written work order. The Owner’s Representative will prepare the work order in triplicate covering the quantity of work and the total cost of the work.

The work order which will be written at the end of each day, will be signed by the Owner’s Representative and the Contractor’s foreman and/or superintendent.

1.12 CORRECTION OF WORK PRIOR TO FINAL PAYMENT

007200-5

A. The Contractor shall promptly remove any work that does not meet the requirements of the plans and specifications or is incorrectly installed or otherwise disapproved by the Owner of the Owner’s Representative as failing to meet the intent of the plans and specifications. The Contractor shall promptly replace any such work without expense to the Owner and shall bear the cost of making good all work of other contractors, or the Owner, destroyed or damaged by such removal or replacement.

1.13 CORRECTION OF WORK AFTER FINAL PAYMENT

A. The Contractor shall guarantee all materials and workmanship for two (2) years from date of final payment of the contract by the Owner. Any defects which may arise during this period shall be promptly repaired by the Contractor including any damage done to the Owner’s property due to such defects.

1.14 DEDUCTION FOR UNCORRECTED WORK

A. If the Owner deems it unacceptable to have the Contractor correct work which has been incorrectly done, a deduction from the contract price shall be agreed upon therefore. Such a deduction from the contract price shall in no way affect the Contractor’s responsibility for defects which may occur nor his/her ability for correcting them, and damage caused by them.

1.15 LIENS

A. The Contractor shall, if required by the Owner, furnish him/her with a release in full of all liens arising out of this contract or in lieu thereof, and receipts in full for all materials and labor on the job. In either case, the Contractor shall furnish an affidavit that the liens or receipts include all the labor and material for which a lien could be filed. In lieu of the above, the Contractor may at his/her option furnish a bond to indemnify the Owner against all hazard of liens. Neither part nor final payment shall in any way release the Contractor from the above obligation and in the event that part or full payment has been made and any lien remains undischarged, the Contractor shall refund to the Owner the necessary funds to discharge such a lien including all cost and attorney’s fees.

1.16 JOB CONDITIONS

A. All surfaces to be covered shall be smooth, dry, and free from dirt, debris, and foreign material before any of this work is installed. Pumping equipment shall be located on the ground at a safe distance from building; the location being subject to the approval of the Owner. The Contractor shall be responsible for guarding against fires, and shall provide suitable fire extinguishers conveniently located at the site.

Competent operators shall be in attendance at all times equipment is in use.

Materials shall be stored neatly in areas designated by the Owner and dispersed so as to present a minimum fire hazard. Loads placed on the roof at any point shall not exceed the safe load for which the roof is designed.

B. There is NO SMOKING allowed inside any buildings and the Contractor shall be responsible for enforcement of this job rule at all times with his/her personnel.

C. The Contractor should be aware of Owner’s property when tearing off the existing roof. This is required for removal of dirt, silt, debris, roof membrane and insulation from the roof surface in order to preserve the ecology, eliminate unsightly conditions and protect building faces. Specific locations will be discussed at the pre bid conference.

007200-6

D. Rolled Roofing Materials: All rolled roofing materials must be stored standing on end on a pallet or otherwise raised off of the roof. The materials are to be covered in a proper manner to assure that they will not become wet prior to application. Any materials that become wet or damaged must be removed from the job-site and replaced at the Contractor’s expense.

E. Asphalt Kettle: Placement of the kettle shall be in a position so as not to interfere with the ongoing operations of the Owner. The asphalt to be used must be placed on a protective covering of some type until it is raised to the roof. A minimum of two

(2) fire extinguishers and “Fire Out” must be adjacent to the kettle.

F. Ladders: Any ladders used on this project must be in good condition. The ladder must also be secured at the roof line at all times while in use. All ladders must be O.S.H.A. approved.

G. No drugs or alcoholic beverages are permitted on the grounds.

H. The Contractor shall place necessary barriers and/or protection around or under all work areas where his/her operations involve risk of injury to plant.

I. The Contractor will also protect the building structure from damage in the process of the job. In the event that damage does occur to any property or equipment, or the Owner’s work in process, notification must be made within two (2) working days of the incidents to the Owner and Owner’s Representative.

J. During the progress of the job, if waste material and rubbish are found or damage resulting from the Contractor’s operations is found, or the Contractor does not comply with the requirement by keeping the premises free of accumulations and correct the damage, it shall be the Owner’s prerogative to hire personnel to do so;

and the cost of this work will be deducted from the balance due the Contractor.

K. Existing roof top equipment walls, windows, etc. shall be completely protected by masking or other effective methods. Any mastics or asphalt must be cleaned off metal surfaces.

L. The Contractor is responsible for protecting all materials from the elements. If any material, such as insulation, becomes wet, it cannot be installed and must be replaced at the Contractor’s expense. NOTE: Insulation and rolled roofing materials must be covered with waterproof tarps at the end of each work day. Plastic wrappers supplied by the insulation manufacturer are not acceptable substitutes for tarps. The Owner’s Representative will reject any covering method material which does not adequately protect roofing materials.

M. Anyone guilty of willful destruction or unlawful removal of company property will be dismissed from the job and is subject to prosecution by law.

N. Any lawns damaged by Contractor vehicles will be restored with a stand of grass at the Contractor’s expense. Any damaged pavements will likewise be restored at the Contractor’s expense.

O. The Contractor must verify that all materials can be installed to accommodate the building design, pertinent codes and regulations, and the manufacturer’s current recommendations.

P. The Contractor will ensure that all substances are clean, dry, sound, smooth, and free of dirt, debris, and other contamination before any materials are supplied.

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Q. Any isolated areas that must be torn off and replaced will be built-up to the height of the existing roof prior to the installation of the new roofing membrane system.

1.17 WORKMANSHIP

A. All materials will be securely fastened and placed in a watertight, neat and workmanlike manner. All workmen shall be thoroughly experienced in the particular class or work upon which they are employed. All work shall be done in accordance with these specifications and shall meet the approval of the Owner or Owner’s Representative. The Contractor’s representative or job supervisor shall have a complete copy of specifications and drawings on the job-site at all times.

B. Contractor shall plan and conduct the operations of the work so that each section started on one day is complete and thoroughly protected before the close of work for that day.

1.18 INSULATION

A. Insulation shall have accurate dimensional stability so as to properly conform to the surfaces of the roof, cants, curbs, pipes, etc. Joints between boards shall be tight and insulation shall be held back ½” from vertical surfaces and sumps. Insulation shall be protected from the weather at all times. No more insulation shall be laid than can be completely covered with roof materials on the same day. A base sheet shall not be considered as a proper weather barrier.

B. Insulation that becomes wet during or after installation shall be removed and replaced with dry insulation. If roofing is in place, the roofing shall be also replaced.

All replacing work shall be done at no added cost to the Owner.

1.19 ROOF DECK

A. Contractor shall notify the Owner or Owner’s Representative of any unforeseen areas of wet insulation. Where the damage is serious and extensive, it will be the Owner’s prerogative to authorize removal and replacement of deteriorated roofing, insulation and repair of the vapor barrier, if present. Where damage to the roof deck is found, the Contractor shall furnish the Owner with a unit price for removal and replacement of the damaged deck.

1.20 SAFETY

A. Contractor shall conform to requirements as designated by the United States Federal Government (O.S.H.A.). Contractor shall abide by all regulations as outlined in the O.S.H.A. handbook and shall have a handbook on location at all times.

B. Contractors hereby acknowledged that they and their workers have undergone

Safety Training and shall at all times act in compliance with all NRCA recommended safety compliance rules and regulations.

1.21 INSURANCE

A. The following standard indemnity agreement and minimum insurance requirements are incorporated in the Specifications for all work performed by Contractors for the

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Owner, its affiliated and associated organizations or subsidiaries, hereinafter referred to as Owner.

1. THE CONTRACTOR AGREES TO INDEMNITY AND SAVE THE OWNER

AND OWNER’S REPRESENTATIVE HARMLESS FROM AND AGAINST

ANY AND ALL COSTS, LOSS AND EXPENSE,…