APRIL 25, 2017

COMMISSION NO. 1701

PROJECT MANUAL - BIDDING DOCUMENTS

LSU HEALTH SCIENCES CENTER IN NEW ORLEANS

LSUHSC TASK ORDER NO. 2017-01

TASK ORDER NO. 2017-01

DR. LARRY HOLLIER, M.D.

CHANCELLOR

JOHN BALL

LSU HEALTH SCIENCES CENTER

ASSOCIATE VICE CHANCELLOR,

FACILITIES AND PROPERTIES

F. KING ALEXANDER

LSU PRESIDENT

PROJECT MANUAL

SPECIFICATIONS AND ACCOMPANYING DOCUMENT FOR

LSU HEALTH SCIENCES CENTER IN NEW ORLEANS

RESOURCE CENTER EXTERIOR WATERPROOFING

LSU

LOUISIANA STATE UNIVERSITY

F. KING ALEXANDER PRESIDENT LSU

LSU HEALTH SCIENCES CENTER IN NEW ORLEANS

DR. LARRY HOLLIER

CHANCELLOR

JOHN BALL ASSOCIATE VICE CHANCELLOR, FACILITIES AND PROPERTIES

LSUHSC BID NO.:______________________________ LSUHSC TASK ORDER NO.: 2017-01 ARCHITECT APRIL 25, 2017 DUPLANTIER & MERIC, ARCHITECTS, L.L.C. ARCHITECT'S COMMISSION NO. 1701

TOC - 1

TABLE OF CONTENTS NO. OF PAGES BIDDING AND CONTRACT DOCUMENTS INSTRUCTIONS TO BIDDERS ....................................................................................................1 LOUISIANA UNIFORM PUBLIC WORK BID FORM................................................................1 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA DOCUMENT A-201 2007 EDITION ...................................................................................24 GENERAL CONDITIONS FACIMILE QUOTATION ...............................................................12 DIVISION 1 - GENERAL REQUIREMENTS 01010 – SUMMARY OF WORK....................................................................................................4 01045 – CUTTING AND PATCHING ...........................................................................................2 01140 – SPECIAL PROJECTS AND PROCEDURES...................................................................4 01200 – PROJECT ADMINISTRATION .......................................................................................5 01300 – SHOP DRAWINGS AND SUBMITTALS .......................................................................5 01370 – SCHEDULE OF VALUES................................................................................................2 01500 – TEMPORARY FACILITIES, UTILITIES AND OPERATIONS ....................................4 01600 – MATERIAL AND EQUIPMENT .....................................................................................3 01700 – PROJECT CLOSE-OUT ...................................................................................................2 01710 – CLEANING .......................................................................................................................2 DIVISION 2 - SITE WORK 02050 – DEMOLITION ..................................................................................................................2 DIVISION 3 - CONCRETE NOT USED DIVISION 4 - MASONRY 04530 – STONE CLEANING .......................................................................................................10 DIVISION 5 - METALS NOT USED DIVISION 6 - WOOD AND PLASTICS NOT USED

TOC - 2

NO. OF PAGES DIVISION 7 - MOISTURE AND THERMAL PROTECTION 07901 – JOINT SEALANTS...........................................................................................................6 DIVISION 8 - DOORS AND WINDOWS NOT USED DIVISION 9 - FINISHES NOT USED DIVISION 10 – SPECIALTIES NOT USED DIVISION 11 - EQUIPMENT NOT USED DIVISION 12 - FURNISHINGS NOT USED DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING SYSTEMS NOT USED DIVISION 15 - MECHANICAL NOT USED DIVISION 16 - ELECTRICAL NOT USED

LSUHSC TO PROVIDE ALL FRONT END DOCUMENTS

AND BID FORMS

AIA DOCUMENT

A-201 1997

Although the AIA General Conditions Document A-201 2007 EDITION is not attached in

the documents, it will be used as a guide in the Construction Administration of the project.

01010 - 1

SECTION 01010 - SUMMARY OF WORK DUPLANTIER & MERIC, ARCHITECTS, L.L.C. PART 1 - GENERAL 1.1 WORK COVERED BY CONTRACT DOCUMENTS

A. Work covers cleaning, removal of existing caulking and backer rods and re-caulking of all existing joints at the exterior of the building as indicated and as herein specified in the following locations:

• Granite to Granite. • Granite to Aluminum Frames at Window System. • Granite to Hollow Metal Frames. • Granite to Plaster. • Granite to Brick. • Brick to Brick. • Brick to Plaster. • Brick to Hollow Metal • Brick to Granite. • Plaster to Aluminum Frames at Window System. • Plaster to Granite. • Plaster to Plaster. • Aluminum Frames at Window System to Granite. • Aluminum Frames at Window System to Plaster. • Glass to Glass at Aluminum Frames at Window System.

B. In summary the work generally is as follows:

1. Cleaning entire exterior granite and glass and plaster surfaces. 2. Re-caulking of all joints at the entire exterior of the building.

C. Related requirements specified elsewhere:

1. Special Project Procedures: 01140 2. Construction Schedules: 01200 3. Temporary Facilities, Utilities and Operations: 01500

D. Classification:

1. The Contractor shall have a current Specialty License for Waterproofing. 2. The Contractor shall have a current License in the State of Louisiana.

01010 - 2

E. GENERAL

1. Weather delays beyond normal expected weather conditions will be considered with proper documentation supporting the weather conditions and related delays.

2. LSUHSC will pay for the electrical current used as indicated in Section 01500-3 paragraph 1.9 but it is the Contractors responsibility to pay for and coordinate with the User Agency, the temporary connections and service to meet the Contractor’s needs. The building has adequate electrical service to accommodate and run four swing stages (8) motors requiring 220 volts 30 amps per stage. Regarding the swing stage, it is the Contractors responsibility as part of the project to have the building roof anchors tested and certified to accommodate the loading requirements for the equipment rating for any equipment being used.

3. The intent is to clean the glass and also the granite to remove soot, dust and debris so that at the completion of the work the glass and granite are clean. Window washing shall be performed by qualified personnel standard in the industry for the task of glass cleaning operations. It is not the intent to remove permanent existing staining from the Granite surfaces.

4. Refer to Section 07901 paragraph 2.2 A.2 which specifies the Silicone for use at the glass to glass joints. The work is related to the exterior weatherseal joints and not the interior structural joints. An existing aluminum frame member exist on the interior side of the glass to glass joints with structural silicone which shall not be disturbed.

5. Regarding specific wage rate or scale: There are no wage scale or certified payroll requirements. However the Contractor’s Application's for Payments as Certified by the Contractor prior to submitting for payment may require some documentation to substantiate payment due.

6. The project is subject to federal and local tax as a normal construction project but is exempt from state taxes as LSUHSC is a state agency.

7. The Contractor's Staging Area is indicated on the cover sheet of the Drawings and on Sheet A1.0. The Staging Area is graphically indicated on the Tulane Avenue side of the Resource Center Building.

8. The work is generally related to Exterior Weatherseal Caulking. 9. Overhead protection is required where work is taking place and it is the Contractor’s

responsibility as means and methods. 10. LSUHSC will pay for the electrical current used as indicated in Section 01500-3

paragraph 1.9 but it is the Contractors responsibility to pay for and coordinate with the User Agency, the temporary connections and service to meet the Contractor’s needs.

11. The intent is to clean the granite to remove soot, dust and debris so that at the completion of the work the granite is clean. It is not the intent to remove permanent existing staining from the Granite surfaces.

12. Refer to Notes on the drawings related to the Penthouse. 13. The existing building is a concrete structure and the existing roof is a modified

bitumen roof system on lightweight fill and insulation. The roof system shall be protected as required to prevent damage.

1.2 CONTRACTS

01010 - 3

A. Construct work under single “Lump-Sum Contract”.

B. As used in this Contract, the following terms apply:

1. Owner / User Agency: LSU Health Sciences Center.

1.3 EXECUTION, CORRELATION, INTENT AND INTERPRETATIONS

A. Extra payments will not be authorized for relocation, removal and/or replacement of any in-place construction made necessary by untimely or improperly sequenced work, where proper time and sequence could have been determined by examination of the Contract Documents. Any work required to complete the scope of work as defined by the Contract Documents shall be performed by the Contractor or his subcontractors at no additional cost to the Owner.

B. Should there be any discrepancy between scale and dimensions, figured dimensions shall

override scale dimensions. Although plans are drawn to scale, as indicated, and dimensions are given, the Contractor shall work to measurements of in-place construction.

C. Should there be any discrepancy between information given on the drawings, either

written or drawn, and information written in the specifications, the more stringent or detailed requirements shall govern.

D. Should there be any discrepancy between written requirements of the General or

Supplementary Conditions of the Contract for Construction and the specifications, or between certain portions of the specifications, the more stringent or detailed requirements shall govern.

E. Any reference to standards (such as ASTM - American Society for Testing and

Materials), where the date is not specified, shall mean the latest edition of such standards published prior to the date of the specifications, in accordance with the abbreviation referred to in the Technical Provisions. Where such a reference is made, the applicable standard is hereby made part of the specification which refers to it, as if written out in that specification in fully, to the extent called for by the reference.

1.4 SUPERVISION AND CONSTRUCTION PROCEDURES

A. The Architect, the Architect's employees and consultants, and the Project Representative will not assume any duty or obligation to provide supervision of construction methods or processes. In accordance with the General Conditions, the Contractor is solely responsible for construction means and methods, for compliance with laws and regulations, and for protection of persons and property. Reference in the Contract Documents to any rule or regulations is for the Contractor's information and does not imply assumption of responsibility by the Architect.

B. No provision of any standard specification, manual or code incorporated by reference

01010 - 4

shall be effective to change the duties and responsibilities of Owner, User, Contractor and Architect, or any of their consultants, agents and employees from those set forth in the Contract Documents, nor shall it be effective to assign to Architect or any of the Architect's consultants, agents and employees any duty or authority to supervise and direct the furnishing and performance of the work, or to undertake any responsibilities contrary to General Conditions.

C. The Contractor shall be solely responsible for the proper coordination of all work. D. The Contractor shall secure all written warranties required in the Specifications and shall

deliver a minimum of one (1) original and two (2) copies of each warranty to the Architect for transmittal to the Owner and User.

1.5 EXAMINATION OF SITE

A. By executing the Contract, the Contractor represents that he has:

1. Visited the site. 2. Made due allowances for difficulties and contingencies to be encountered. 3. Compared Contract Documents with work in place. 4. Coordinate work of all subcontractors. 5. Notified the Architect of ambiguities, inconsistencies, and errors discovered in the

Contract Documents, or between the Contract Documents and existing conditions.

B. In accordance with the General Conditions, each Subcontractor shall similarly represent that he has fulfilled the same responsibilities to the Contractor.

C. Failure to visit the site and perform attendant responsibilities shall not relieve the

Contractor or any Subcontractor from their obligation, and no extra payment will be authorized for work related to conditions which can be determined by examination of the site and the Contract Documents.

1.6 PROJECT REQUIREMENTS

A. The Contractor shall limit his operations and storage to the project limits and the staging area indicated on the drawings.

B. LSUHSC will pay for the electrical current used as indicated in Section 01500-3

paragraph 1.9 but it is the Contractor's responsibility to pay for and coordinate with the User Agency, the temporary connections and service to meet the Contractor’s needs.

- END -

01045 - 1

SECTION 01045 - CUTTING AND PATCHING DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Summary of Work: 01010

C. Demolition: 02050

1.2 DESCRIPTION

A. Execute cutting and removal operations as necessary to:

1. Insure joints are clean and prepared for new caulking.

2. Existing construction is ready to receive new caulking.

3. Control debris from damage to existing surfaces of occupied building.

1.3 SUBMITTALS

A. Prior to cutting which affects structural safety of project, or work of another Contractor,

submit written notice to Architect, requesting consent to proceed with cutting, and

describing intended methods and materials.

B. Submit manufacturer's specifications and application recommendations for material

proposed for sealing penetrations.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Certain items in this Specification are listed by manufacturer and/or manufacturer's model

number to establish general style, type, character and quality of the product desired.

Similar items manufactured by other than those listed will be considered, providing

submittals are made according to Pre-Bid Approval requirements of Instructions to

Bidders.

B. Where no manufacturer or model number are given, any product meeting performance

or design criteria, or referenced trade association standard may be used and Pre-Bid

Approval is not required.

01045 - 2

2.2 MATERIALS

A. For patching walls, floors and ceilings, and for repainting: Specified materials and

finishes.

B. For Caulking operations refer to SECTION 07901.

PART 3 - EXECUTION

3.1 INSPECTION

A. Inspect in-place work, including elements subject to movement or damage during cutting

and patching.

B. After uncovering work, inspect conditions affecting installation of new products. Report

unsuitable conditions to Architect before proceeding.

3.2 PREPARATION

A. Prior to cutting:

1. Provide shoring, bracing and support as necessary to maintain structural integrity.

2. Protect adjacent portions of project.

3. Provide protection from elements.

B. Field Verifications - Prior to construction and the ordering of materials, all existing

conditions shall be field verified. Conditions encountered that vary from what is

indicated or expected shall be brought to the architect's attention immediately.

Information shall be provided in sketch form where appropriate.

3.3 PERFORMANCE

A. Execute cutting and removal by methods which will prevent damage to other work, and

will provide proper surfaces to receive repairs and new work.

B. Perform cutting by hand or with small power tools wherever possible. Perform removal

work with minimum disturbance of adjacent work. Cover joints when cleaned and caulk

as soon as possible. Install new products only after substrates have been inspected and

are ready for new caulking as required to be in accordance with requirements of Contract

Documents.

C. Cut and remove all existing caulking and related baker rod materials as necessary.

Prepare all surfaces to insure proper bond is achieved. Provide pull and adhesion test

prior to re caulking operations.

- END -

01140 - 1

SECTION 01140 - SPECIAL PROJECT PROCEDURES DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 GENERAL

A. The special procedures specified herein apply throughout the Contract period. The

location of the work and related operations require that the contractor properly protects

not only the construction area but to adequately protect persons and adjacent facilities

from injury and damage.

B. Coordinate with the LSU Health Sciences Center seventy-two (72) hours in advance

(excluding Saturdays, Sundays and legal holidays). Any scheduled interruptions of the

normal operations of the LSU Health Sciences Center complex required.

1.2 GENERAL PROCEDURES AND REQUIREMENTS

A. Existing facilities will be occupied during the construction period as designated by the

User Agency. The contractor shall cooperate with the Using Agency to the fullest extent

in order to interrupt the LSUHSC normal operations as little as possible and as necessary

to coordinate the project activities. The Contractor shall cooperate with the User Agency

and other Contractors performing work directly with the User Agency on other projects at

the facilities.

B. Contractor's Duties:

1. Erect barriers and temporary partitions around areas under construction and areas

containing stored materials and equipment to protect the safety of the facilities

employees and staff.

2. Erect temporary partitions ( ½" plywood with 6 mil Polyethylene Sheet each side of

metal stud framing) to protect occupied and non affected areas and or vertical shafts

from project operations.

3. Perform work and store materials and equipment without restricting exits, exit

ways, passages and fire lanes required by code, law or regulation.

4. Restrict working force, vehicles, storage, loading and staging areas to locations

which do not conflict with User Agency operations.

5. Advise User Agency and obtain advance permission for any interruptions of utility

and operating services.

6. Comply with NFPA 241-2013 Edition Safeguarding Construction Alteration and

Demolition Operations.

C. Confine loose materials, papers, trash, and debris to prevent scattering. Transport in

covered carts or receptacles to prevent the spread of dust and dropping of materials.

01140 - 2

D. Have adequate fire extinguishers available and readily accessible at work areas at all

times.

E. Requirements and practices shall not be limited to items described herein. Compliance

with these items shall not relieve the contractor of responsibility for providing additional

safety or warning devices as job conditions or construction phasing may require.

1.3 PARKING

A. Limited off-street parking for workers' vehicles is available as indicated on the drawings.

Contractor shall be responsible for arranging with City authorities (Department of Streets

or Police Department) for additional on-street parking spaces, if desired.

1.4 STAGING AREA

A. Designated staging area for the contractors' use shall be the Parking Areas of the Building.

The Contractor shall be responsible for arranging with the City authorities (Department of

Streets or Police Department) for on-street materials delivery spaces, if desired.

B. The Contractor shall limit his storage, field office, toilets, hoists, and similar temporary

facilities to the staging area. The Contractor shall return staging area to the condition in

which it was prior to the use for this project. All trash and construction debris shall be

removed, and the surface shall be level and free from holes, tall grass or weeds.

C. The staging area shall be located near the building. All debris and materials removal shall

be properly disposed of and controlled to limit the spread of dust and debris. Specific

locations of the staging areas and disposal containers shall be coordinated directly with

the User Agency.

1.5 ACCESS

A. Access to the work area for workers and deliveries of material and equipment, and for

removal of trash and debris, shall be coordinated with the User Agency.

B. Refer to Section 01500 for requirements related to temporary facilities.

C. Off-street parking for workers' vehicles and material deliveries is available only as

indicated on documents. Contractor shall be responsible for arranging with City

authorities (Department of Streets or Police Department) for on-street parking and

materials delivery spaces, if desired.

01140 - 3

1.6 WORK SCHEDULE

A. Prior to starting work at the site, the contractor shall submit a Progress Schedule in

accordance with the General Conditions and Section 01200, indicating intended sequence

of operations and planned starting and completion times for each operation. Progress

Schedule shall be revised and resubmitted as necessary to reflect changes in progress and

sequence.

B. Schedule work in advance with the User Agency.

C. Work at other than normal hours and days (whether for Contractor's convenience, to meet

schedule requirements, or due to User Agency's requirements) shall be arranged for and

scheduled in advance with Using Agency approval. No extension of time and no

additional compensation will be allowed for additional costs due to work at other than

normal times.

1.7 SECURITY DURING CONSTRUCTION

A. Contractor and his forces shall cooperate with the User Agency security staff in

maintaining security throughout the construction period.

B. The contractor shall be solely responsible for security of his temporary facilities, storage

areas, equipment and other construction means.

1.8 EMERGENCY CONTACT

A. Throughout the construction period, the contractor shall have on call, 24 hours a day and

7 days a week, a responsible representative with authority to act immediately in

emergencies involving security and weather protection. Name and telephone number of

this representative shall be kept on file with the Architect and the designated

representative of the User.

1.9 COORDINATION

A. The work is related to the following Building:

RESOURCE CENTER

B. It is imperative that the work be scheduled directly with the User Agency so as to

minimize the disruption to on going operations of the LSUHSC.

C. Cooperate with the User Agency to the fullest extent to accommodate the schedule and

performance of the work

01140 - 4

1.10 SPECIAL PROJECT GENERAL CONDITIONS

A. Upon encountering any previously unidentified materials which he suspects may contain

asbestos, the contractor shall immediately cease all work in the immediate vicinity of the

suspected materials and notify the Designer and the Owner. The Owner shall retain

consultants to identify the suspected materials. Upon identification, the Owner reserves

the right to contract, separately for the removal, or require the contractor to remove said

materials in accordance with the following provision. In any case, the work shall be

performed by a licensed and certified abatement contractor.

B. The Louisiana Department of Environmental Quality (D.E.Q.) has issued the Louisiana

Emission Standards for Hazardous Air Pollutants. Where asbestos is encountered in a

project, the contractor shall comply with all laws and ordinances pertaining to asbestos

handling and abatement, including the latest revision of LAC 33:III, Chapter 25,

Subchapter F, Emission Standards for Hazardous Air Pollutants, LAC 33: III, Chapter 27,

Asbestos Containing Materials in Schools and Public Buildings and LAC:33III, Chapter

51, Subchapter M, Section 5151, Emission Standards for Asbestos.

Notification should be addressed to:

Asbestos Coordinator

Louisiana Department of Environmental Quality

Air Quality Division

Post Office Box 82135

Baton Rouge, Louisiana 70884-2135

C. If the Owner chooses to remove any previously unidentified materials by utilizing

different contractors, the contractor shall cooperate fully with the Owner's consultants and

asbestos abatement contractor permitting them full access to the project, and shall not

resume work in the vicinity of the suspected materials until advised by the Designer and

the Owner that it is safe to do so.

1.11 INSURANCE

A. Building Replacement Cost: For insurance purposes, the building replacement cost for the

building is as follows:

1. RESOURCE CENTER

Building Replacement Cost: $13,688,916.00

State I.D. 10914

END

01200 - 1

SECTION 01200 - PROJECT ADMINISTRATION DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Summary of Work: 01010

C. Shop Drawings and Submittals: 01300

D. Schedule of Values: 01370

E. Temporary Facilities, Utilities and Operations: 01500

F. Project Close-Out: 01700

G. Clean-up: 01710

1.2 PRE-CONSTRUCTION CONFERENCE

A. After notification that the contract has been executed the Architect will arrange with the

Owner, User Agency and Contractor and conduct a per-construction conference to be held

at the project site. The contractor shall require attendance by his major subcontractors and

shall furnish to the Architect, Owner and User Agency, the following :

1. Schedule of Values

2. List of subcontractors and material suppliers

3. Product list as specified in 01600

4. Construction Schedule including the identification of critical path items

5. Fixed job site overhead cost

6. Bond premium rate

7. Labor burden

8. Internal rate charges

B. Contractor shall prepare and distribute minutes.

1.3 PROJECT MEETINGS

A. Contractor shall schedule and administer Project Meetings as necessary for proper and

timely completion of the Project. The Contractor shall:

1. Notify the Owner, User Agency, Architect and those specified to attend.

2. Prepare agenda.

01200 - 2

3. Record proceedings, distribute to Owner, User Agency, Architect, all attendees, and

other interested parties.

B. Architect will attend meetings in his capacity as the Owner's representative to familiarize

himself generally with the progress of the work and to receive requests for interpretations

necessary for the execution and the progress of the work. Architect's consultants will

attend meetings as required.

C. Representative of the Owner and User Agency may attend meetings.

D. Progress meetings shall be held monthly at a time agreed to by the Architect, prior to

submitting each Request for Payment. Progress meetings shall be held at the project site

and shall be attended by the Contractor's field and office representatives responsible for

the project, and by representative of the mechanical and electrical subcontractors, and

such other subcontractors and major materials suppliers as warranted by the current status

of the work. Purpose of progress meeting shall be to:

1. Review work progress since the previous meeting.

2. Resolve field problems and conflicts.

3. Review off-site fabrication and materials delivery schedules.

4. Review and update the Construction Schedule.

5. Review status of outstanding submittals, change proposals, and other administrative

matters affecting progress of the work.

6. Plan and schedule operations during the succeeding work period.

7. Expedite and coordinate activities necessary to maintain planned progress.

E. In addition to monthly progress meetings and specified project meetings (such as roofing

conferences), the Contractor may hold other meetings as circumstances warrant, in order

to resolve specific problems and maintain progress.

F. Contractor shall prepare and distribute minutes of all project meetings.

1.4 ADMINISTRATION OF THE CONTRACT

A. The Architect's normal working hours are from 7:30 A.M. to 5:15 P.M. Monday through

Thursday.

B. The Contractor will be furnished free of charge ten ( 10 ) copies of the drawings and

project manual, and will be furnished as many additional copies as he may require, at the

cost of reproduction.

C. Contract time shall be based on calendar days. A calendar day is one of twenty-four (24)

hours beginning at 12:00 midnight.

D. Reasonably anticipated days of adverse weather as set forth in Supplementary Conditions,

shall not be cause for an extension of the Contract Time unless such extension is agreed to

in writing between Contractor and Owner.

01200 - 3

E. Payments will be made on account of materials or equipment not incorporated in the work

but delivered and suitably stored at the site, but payments will not be made on account of

materials stored off-site.

F. Defective work shall include roofing work not approved by the manufacturer.

G. The Contractor shall submit the Notification of Demolition and Renovation Form to the

Department of Environmental Quality at least ten (10) days prior to the commencement of

the demolition or renovation of work.

H. Reasonable time as referenced in the Supplementary Conditions Article 7 Changes In The

Work, will be considered by our office as fifteen (15) days.

I. All contractor's Request For Information will be considered by the Architect as a request

for interpretation of the requirements of the Construction Documents.

1.5 PROJECT REPRESENTATIVE

A. The Owner may employ one or more full-time Project Representatives during

construction of this project.

B. The duties, responsibilities and limitations of authority of the Project Representative(s)

will be as delineated in AIA Document B352.

1.6 CONSTRUCTION SCHEDULES - GENERAL

A. Provide projected construction schedules for entire work; revise periodically.

B. Prepare schedule in form of horizontal bar chart, with horizontal bars representing project

breakdown by various units or work. Superimpose on bar chart, vertical lines

representing months of year and weeks of each month.

C. Minimum sheet size: As required to fit all information rendered in a legible manner on

one (1) sheet.

D. Provide complete sequence of construction by activity.

E. Provide sub schedules to define critical portions of entire schedule.

F. Update schedule as required. Show all changes occurring since previous submission of

updated schedule.

G. Indicate progress of each activity; show start and completion dates. Revise with each

update.

01200 - 4

1.7 SUBMITTALS AND DISTRIBUTION OF SCHEDULES

A. Submit initial schedules within fifteen (15) days after date of Notice to Proceed.

1. Architect will review schedules and return reviewed copy within ten (10) days after

receipt.

2. If required, resubmit within seven (7) days after return of reviewed copy.

B. Submit, monthly updated schedules accurately depicting progress to first day of each

month.

1.8 PROJECT RECORD DOCUMENTS

A. Contractor shall maintain record documents at the site, as specified in General Conditions.

Store record documents apart from documents used for construction.

B. Provide files and racks for storage of documents.

C. File documents in accordance with Table of Contents of Specifications.

D. Maintain documents in clean, dry, legible condition.

E. Do not use record documents for construction purposes.

F. Make documents available at all times for inspection by Architect, and Owner.

G. Provide legible, indelible marking instruments for marking.

H. Label each document "PROJECT RECORD" in 2" high printed letters.

I. Specifications and Addenda: Legibly mark up each Section to record:

1. Manufacturer, trade name, catalog number, and supplier of each product and item of

equipment actually installed.

2. Changes made by Addendum, Change Order and Field Order.

3. Incorporate Addendum Drawing information into Contractor Drawings.

J. Drawings: Maintain one (1) complete set of blue-line prints of Contract Drawings. Do not

use this set for purposes other than record purposes. Legibly mark to record actual

construction.

1. Locations of various components.

4. Field change of dimension and detail.

5. Changes made by Addendum, Field Order and Change Order, etc.

6. Details not on original Contract Documents.

01200 - 5

K. Prior to acceptance of the project, Contractor shall transmit project record drawings and

project record specifications, addenda and shop drawings to the Architect for preparation of

permanent record drawings. The Contractor shall review and approve the permanent record

drawings prepared by the Architect.

1.9 PROJECT INSPECTIONS

A. Where inspections of in place work are specified, the Architect's approval is required

before further work can take place, or where records of procedures are specified; schedule

inspection:

1. With Architect or his designated consultant.

2. Give no less than twenty-four (24) hours notice.

B. Where inspection reveals project non-compliance reschedule inspection giving a further

twenty-four (24) hours notice.

END

01300 - 1

SECTION 01300 - SHOP DRAWINGS DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

AND SUBMITTALS

PART 1 - GENERAL

1.1 GENERAL

A. Submit to the Architect, shop drawings, product data and samples required by

specification sections.

B. Related requirements specified elsewhere:

1. Project Meetings, Construction Schedules, Record Documents and Project

Administration: 01200

2. Project Close-Out: 01700

3. Various technical sections which state specific submittal requirements.

C. Prepare and submit with construction schedule, a separate schedule listing:

1. Dates for submission of shop drawings, samples and product data.

2. Dates when reviewed shop drawings, samples and product data will be needed for

each portion of project.

1.2 SHOP DRAWINGS

A. Submit original drawings, prepared by contractor, subcontractor, supplier or distributor,

which illustrate some portion of the work; showing fabrication, layout, setting correction

details:

1. Prepared by a qualified detailer.

2. Identify details by reference to sheet and detail numbers shown on contract

drawings.

3. Minimum sheet size: 20" x 30".

4. Reproductions for submittals: Reproducible transparency with three (3) opaque

diazo prints.

5. Reproducible prints made from contract drawings are not acceptable.

1.3 PRODUCT DATA

A. Submit, where specified, manufacturer's standard schematic drawings:

1. Modify drawings to delete information which is not applicable to project.

2. Supplement standard information to provide additional information applicable to

project.

01300 - 2

B. Submit, where specified, manufacturers catalog sheets, brochures, diagrams, schedules,

performance charts, illustrations and other standard descriptive data.

1. Clearly mark each copy to identify pertinent materials, products or models.

2. Show dimensions and clearances required.

3. Show performance characteristics and capacities.

4. Show wiring diagrams and controls.

1.4 SAMPLES

A. Submit, where specified, physical examples to illustrate materials, equipment or

workmanship and to establish standards against which completed work will be judged.

B. Office Samples: Where size and quantity is not specified, submit sufficient to clearly

illustrate:

1. Functional characteristics of product or material, complete with integrally related

parts and attachment devices.

2. Full range of color samples.

C. Field Samples and Mock-Ups (where specified):

1. Erect at project site at location acceptable to Architect.

2. Construct each sample or mock-up complete, including work of all trades required

in finished work.

3. After review, when applicable to Architect, samples may be used in construction of

project.

1.5 CONTRACTOR'S RESPONSIBILITIES

A. Review shop drawings, product data and samples in accordance with the General

Conditions prior to submission. Stamp and initial shop drawings, product data and

samples to show Contractor's review prior to submission to Architect for reviews.

B. Verify:

1. Field measurements

2. Field construction criteria

3. Catalog numbers and similar data

C. Coordinate each submittal with requirements of work and of contract documents.

D. Contractor's responsibility for deviations in submittals from requirements of contract

documents is not relieved by Architect's review of submittals, unless Architect gives

written acceptance of specific deviations.

01300 - 3

E. Notify Architect in writing at time of submission of deviations in submittals from

requirements of contract documents.

F. Deliver all submittals to, and collect all reviewed submittals from the Architect's office.

G. Work shall not commence until submittals for work requiring submittals are approved.

H. After Architect's or his consulting engineer's review, distribute copies.

1.6 SUBMISSION REQUIREMENTS

A. Where earlier date is not specified, schedule submissions approximately fifteen (15) days

before the dates on which reviewed submittals will be needed by the contractor. The

Architect and/or his consultant require approximately twenty five (25) days to review

shop drawing submittals. Re-submittals also will require approximately twenty-five (25)

days to review.

B. Submit one (1) reproducible transparency and three (3) opaque prints of shop drawings.

Prints will be retained by Architect or his consulting engineer. Prints run from reviewed

and stamped sepias shall be used for distribution copies. Reproducibles shall be

submitted rolled and not folded.

C. Submit eight (8) copies of product data; three copies will be retained by Architect and five

copies will be returned to contractor.

D. Submit samples in number and size specified in each specification section.

E. Accompany submittals with transmittal letter, in duplicate, containing:

1. Date

2. Project title and number

3. Contractor's name and address

4. The Specification section number of each shop drawing, product datum and sample

submitted

5. Notification of deviations from contract documents

6. Other pertinent data

F. Submittals shall include:

1. Date of first submittal and subsequent revision dates

2. Project title and number

3. The names of:

a. Architect

b. Contractor

c. Subcontractor

d. Supplier

01300 - 4

e. Manufacturer

f. Separate detailer, when pertinent

4. Identification of product and material

5. Relation to adjacent structure or materials

6. Field dimensions, clearly identified as such

7. Specification section number

8. Applicable standards, such as ASTM number or Federal Specification

9. A blank space, 4" x 5" for Architect's or his consulting engineer's stamp

10. Identification of deviation from contract documents, (if any)

11. Contractor's stamp, initialed, certifying the review of submittal, verification of field

measurements and compliance with contract documents

G. Unless previously agreed to by the Architect, each submission shall be complete and shall

include all shop drawings, product data and samples necessary to fully describe each

portion of the Project. Partial and incomplete submissions will not be considered.

H. Submit all shop drawings by separate transmittals indicating the appropriate section

number and descriptions for the work being submitted. The Table of Contents shall be

used as a basis for each section number and description. Combined submittals may be

considered upon specific request by the contractor and approval by the Architect.

1.7 RESUBMISSION REQUIREMENTS

A. Shop Drawings:

1. Revise initial drawings as required and resubmit as specified for initial submittal

2. Indicate on drawings any changes which have been made other than those requested

by Architect or his consulting engineers

B. Product Data and Samples: Submit new data and samples as required.

1.8 DISTRIBUTION OF SUBMITTALS AND AFTER REVIEW

A. Run required number of distribution prints from stamped and reviewed sepias. Distribute

copies of shop drawings and product data which carry Architect's or his consulting

engineer's stamp to:

1. Contractor's file

2. Job site file

3. Record documents file

4. Subcontractors

5. Supplier/Fabricator

B. Distribute samples as directed.

01300 - 5

1.9 ARCHITECT'S DUTIES

A. Submittals will be reviewed with reasonable promptness

B. Architect or his consulting engineer will review for:

1. Design concept of project

2. Information given in contract documents

C. The Architect's and his consulting engineer's review will not extend to means, methods,

techniques, sequences or procedures of construction (except where a specific means,

method, technique, sequence or procedure of construction is indicated or required by the

contract documents) and will not extend to safety precaution or programs incident thereto.

D. Note: Review of a separate item does not constitute review of an assembly in which item

functions.

E. Architect or his consulting engineer will affix stamp and initials verifying his review of

submittal.

F. Architect will return submittals to contractor for distribution.

G. Architect will not stamp and return submittals required "for record purposes", "for

information only", or similar wording. Failure of the Architect to respond to such

submittals which may not conform to Contract requirements shall not be construed as

approval of deviations from the Contract and will not relieve the Contractor from

responsibility for compliance with Contract requirements.

- END -

01370 - 1

SECTION 01370 - SCHEDULE OF VALUES DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 GENERAL

A. Related requirements specified in Section 01200.

1. Progress Meetings.

2. Job Site Administration.

3. Construction Schedules.

B. Submit the Schedule of Values to the Architect at the pre-construction conference.

C. Upon Architect's request, support values given with data that will substantiate their

correctness.

D. Use Schedule of Values as basis for Contractor's "Application for Payment."

1.2 FORM OF SUBMITTAL

A. Submit double-spaced, typewritten Schedule of Values on AIA Form G703

"Continuation Sheet" to Form G702.

B. Use Table of Contents of this Specification as basis for format for listing costs of work

for Sections under Divisions 2-16, with at least one line item for each Section.

C. Indicate each division and each section as indicated in the Table of Contents.

1.3 SCHEDULE OF VALUES

A. Itemize separate line item cost for each of the following general cost items:

1. Performance and Payment Bonds

2. Field Supervision and Layout

3. Temporary Facilities and Controls

4. Insurance

5. Permits and Fees

B. Break down costs for each line item into:

1. Delivered cost of product, with taxes paid.

2. Total installation cost, with overhead and profit.

C. For each line item which has installed value over $20,000, break down costs to list major

products and operations under each item.

01370 - 2

D. Round off figures to nearest $100.00.

E. Make sum of total cost of all items listed in schedule equal to total Contract Sum.

1.4 REVIEW AND RESUBMITTAL

A. After review by Architect, revise and resubmit Schedule of Values as required.

B. Resubmit revised Schedule(s) in same manner as original Schedule.

- END -

01500 - 1

SECTION 01500 - TEMPORARY FACILITIES, DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

UTILITIES AND OPERATIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Summary of Work: 01010

C. Mechanical: Division 15

D. Electrical: Division 16

1.2 LOCATIONS

A. Locate temporary facilities and signs in designated areas to avoid interfering with

construction operations.

B. Use of public spaces not permitted except with specific approval.

1.3 OFFICE

A. No specific requirement. Coordinate any provisions needed by Contractor with

LSUHSC.

1.4 SHEDS AND STORAGE

A. Provide suitable and sufficient enclosed covered structures with raised flooring, to

protect materials and equipment subject to damage by weather or construction work.

B. Provide weatherproof coverage for materials and equipment needing only limited

protection.

C. Allocate and designate storage areas and work spaces for various trades.

D. Arrange temporary buildings and designate storage spaces to avoid interfering with

building operations, to avoid re-handling, and to expedite progress of work.

01500 - 2

1.5 SIGNS AND TEMPORARY GRAPHICS

A. Install signs as necessary for safety and as necessary to meet insurance requirements.

Colors shall meet tests specified in Section 3 - Color Definitions, ANSI Z 53.1-1967,

Safety Color Code for Working Physical Hazards.

B. Signs, other than those specified or indicated, will not be permitted on site without

specific approval.

1.6 FENCING, BARRICADING AND SAFETY EQUIPMENT

A. Construct and maintain until construction is completed and accepted, fences, barricades

and other necessary construction required to prevent injury to persons on or about project

site, damage to property and intrusion of unauthorized persons. Provide locks for

openings large enough for entry of persons. Deliver keys to Architect.

B. Provide personal safety equipment for authorized visitors.

1.7 SCAFFOLDING AND HOISTING

A. Erect and maintain scaffolds, runways, and ladders necessary for reaching all portions of

work conveniently and safely.

B. Provide hoists, lifts, cranes and towers as necessary to expedite construction operations

and handling of materials. This includes the removal of roofing debris and materials.

C. Provide and maintain adequate escape facilities at all times during the construction

period. Escape facilities shall consist of doors, walkways, stairs, ramps, fire escapes,

ladders, or other approved means or devices arranged in accordance with the general

principles of the N.F.P.A. Code insofar as they can reasonably be applied to buildings

under construction.

1.8 TOILETS

A. Provide adequate temporary toilet facilities for use of persons working at site. Number

of toilets shall be determined by size of work force on site and Local Sanitary Code

Requirements.

B. Maintain toilets in a clean and sanitary condition. Provide toilet tissue in suitable holder.

Provide natural or artificial light and ventilation to toilet compartments.

C. Remove temporary toilets when construction is completed and the building is accepted.

01500 - 3

1.9 ELECTRICITY

A. The Contractor will be allowed to use the building electrical power during

construction. Power is available at the facility. Coordinate all arrangements directly with

the User Agency and install all equipment, wiring, switches and outlets as necessary

during construction.

B. The Owner / User Agency will pay for current used during construction until acceptance.

1.10 TELEPHONE

A. Provide one (1) job telephone with adequate volume and effective signaling device,

within office space, for use of persons working on the site. Limit use of telephone to

business calls. The Contractor may use a cell phone for telephone communication with

the Owner, User, and Architect. The cell phone number shall be made available to all

parties.

B. List job telephone with information operator, in the name of the project and in the name

of the contractor.

C. Service for telephone shall not be discontinued until after final inspection of the project.

D. Send messengers to call to telephone Architect's or Owner's Representative when they

are on or about project site.

1.11 WATER

A. Water is available at the facility. The Contractor will be allowed to use the building

water during construction. Coordinate all arrangements directly with the User Agency

to install equipment, piping, valves, outlets and hoses as required to provide construction

water during construction period.

B. The Owner will pay all costs for water used during construction until acceptance.

C. Provide cold water and paper cups for drinking by project workers.

1.12 ELEVATORS

A. The Elevators may be used initially by the contractor for roof access prior to the start

of construction subject to proper protection and maintenance service by the contractor.

However during construction an exterior lift shall be utilized for the transporting of

materials, equipment, debris and personnel. During this time, contractor's use of the

elevators for personnel will not be allowed.

B. The existing passenger elevators are not available for use.

01500 - 4

1.13 FIRE PROTECTION

A. Provide general temporary fire protection during construction period.

B. Have immediately available suitable fire extinguishers in areas where welding and flame

cutting is underway.

1.14 CLEAN-UP

A. Remove temporary work when need for its use has passed.

B. Clean space that was occupied by temporary work. Remove debris, rubbish and excess

materials from site. Clean project representative's office weekly.

C. Repair damages caused by installation or use of temporary facilities.

1.15 TRAFFIC MAINTENANCE

A. Post flagmen as necessary for safety and to maintain continuous and legal vehicular

traffic flow where existing streets, roads and highways are temporarily blocked for

project construction operations.

1.16 TRUCKING

A. Load all trucks bringing materials to the site or removing debris from site in a manner to

prevent dropping materials, or debris on public streets, roads and highways.

B. Maintain an installation at all points where and when trucks enter or leave site to remove

materials, mud or debris immediately from public streets, roads and highways.

C. Conform to all local regulations regarding load limits.

D. Limit construction access to the streets within the Medical Center as designated by the

User Agency to reduce conflict with pedestrian traffic.

END

01600 - 1

SECTION 01600 - MATERIAL AND EQUIPMENT DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Summary of Work: 01010

C. Shop Drawings and Submittals: 01300

1.2 GENERAL

A. Material and equipment incorporated into the work:

1. Conform to applicable specifications and standards.

2. Comply with size, make, type and quality specified, or as specifically approved in

writing by the Architect.

3. Manufactured and Fabricated Products:

a. Manufacturer and install products in accordance with the best engineering

and shop practices.

b. Use products specified for granite from one manufacturer and use products

specified for glass from one manufacturer.

c. Products shall be suitable for the intended use and conditions.

4. Do not use material or equipment for any purpose other than that for which

designed or specified or intended.

1.3 MANUFACTURER'S INSTRUCTIONS

A. Install work in compliance with manufacturer's printed instructions unless conflicting

requirements are specified. Obtain and distribute copies of such instructions to parties

involved in the installation, including two (2) copies to Architect.

1. Maintain one (1) set of complete instructions at the job site during installation and

until completion.

B. Handle, install, connect, clean, condition and adjust products in strict accord with such

instructions and in conformity with specified requirements.

1. Should job conditions or specified requirements conflict with manufacturer's

instructions, consult with Architect for further instructions.

2. Do not proceed with work without clear instructions.

01600 - 2

C. Do not omit any preparatory step or installation procedure unless specifically modified or

exempted by Contract Documents.

1.4 TRANSPORTATION AND HANDLING

A. Arrange deliveries of products in accord with construction schedules. Coordinate to

avoid conflict with work and conditions at the site.

1. Deliver products in undamaged condition, in manufacturer's original containers or

packaging, with identifying labels intact and legible.

2. Immediately on delivery, inspect shipments to assure compliance with

requirements of Contract Documents and approved submittals, and that products

are properly protected and undamaged.

B. Provide equipment and personnel to handle products by methods to prevent soiling or

damage to products, packaging, and work in place.

1.5 STORAGE AND PROTECTION

A. Store products in accord with manufacturer's instructions, with seals and labels intact and

legible.

1. Store products subject to damage by the elements in weather-tight enclosures.

2. Maintain temperature and humidity within the ranges required by manufacturer's

instructions.

3. Prevent soiling and staining.

B. Exterior Storage.

1. Store fabricated products above the ground, on blocking or skids. Cover products

which are subject to deterioration with impervious sheet coverings, with adequate

ventilation to avoid condensation.

2. Store loose granular materials in a well-drained area on solid surfaces to prevent

mixing with foreign matter.

C. Arrange storage in a manner to provide easy access for inspection. Make periodic

inspections of stored products to assure that products are maintained under specified

conditions, and free from damage or deterioration.

D. Store products in manner to prevent damage to in-place work.

E. Protection after Installation: Provide substantial coverings as necessary to protect

installed products from damage from traffic and subsequent construction operations.

Remove when no longer needed.

01600 - 3

1.6 SUBSTITUTIONS AND PRODUCT OPTIONS

A. Products List

1. At the Pre-Construction Conference, the Contractor shall submit to the Owner and

the Architect a complete list of major products proposed to be used, with the name

of the manufacturer and the installing subcontractor.

B. Contractor's Options

1. For products specified by description or reference standard, select any product

meeting the specifications.

2. For products specified by naming several products or manufacturers, select any

one of the products or manufacturers named, which complies with the

specifications.

C. Substitutions: Provisions governing pre-bid approval of proposed substitutions are in the

Instructions to Bidders.

D. Electrical Provisions: Contractor shall coordinate power requirements directly with the

Owner / User.

E. Certification: In all descriptive or performance specifications, the Contractor shall certify

that no product used contains asbestos.

1.7 REPLACEMENT AND REPAIR

A. Promptly remove damaged, defective and non-conforming material and equipment and

acceptably replace with new material and equipment.

B. Subject to Architect's approval, damaged and defective material and equipment may be

repaired to condition equivalent to acceptable new condition. Material and equipment

that cannot be satisfactorily repaired shall be removed and replaced.

C. Replacement and repairs shall be made by the party responsible for the original

installation of the materials and equipment involved, without additional cost to the

Owner.

D. Refer to the General Conditions for Owner's option to accept defective and non-

conforming work.

- END -

01700 - 1

SECTION 01700 - PROJECT CLOSE-OUT DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 SUBSTANTIAL COMPLETION AND FINAL ACCEPTANCE

A. See General Conditions and Supplementary General Conditions for requirements of

Substantial Completion and Final Acceptance.

1.2 PUNCH LIST

A. When Project nears completion, prepare a list of items to be completed or corrected. This

list shall be submitted to the Architect for his review, verification and amendment.

Incorporate all uncorrected items included on observation reports made by Architect's

representative. Submit certificates of inspection from all responsible Regulatory Agencies

concurrently with punch list.

B. Punch list items shall be completed prior to release of Special Retainage as indicated in

the project requirements. Intermediate request for payment for satisfactorily completed

punch list items shall be in accordance with the project requirements.

1.3 GUARANTEES, WARRANTIES AND BONDS

A. Provide Guarantees, Warranties and Bonds for all work and for all operating equipment as

called for in various Sections of the Specification.

B. Guarantee, Warranty and Bond Period shall begin on the date appearing on the

Acceptance forms.

C. All guarantees and warranties shall be submitted in a 3 (three) ring binder and shall be in

order of Division and Section #=s as indicated in the Table of Contents. Each division

and each section shall be separated with a rigid separation sheet with plastic tabs and

appropriate division and section # typed and properly identified. Warranties shall include

the date of commencement (date of Substantial Completion), the warranty period and the

ending date. One binder with all original warranties shall be submitted through the

Architect for submission to the Owner or User Agency.

1.4 TOOLS AND OTHER MAINTENANCE ITEMS

A. Provide operation and maintenance tools, or loose removable items, such as value

handles, levers, wrenches, spare parts, and all other such items furnished with equipment,

or as called for in the Specifications, or as required for maintenance.

01700 - 2

1.5 MANUALS AND INSTRUCTIONS

A. Provide Maintenance Manuals and Instructions for all roofing systems.

Unless additional copies are called for, provide three (3) copies of each manual.

B. Manuals shall be substantially bound and identified on the cover with the item involved

and its location. Include the following as applicable:

1. Name, address and phone number of manufacturer, installer and local service

representative.

2. Manufacturer's instructions for maintenance, and cleaning.

1.6 PROJECT RECORD DOCUMENTS

A. Submit at time of Substantial Completion.

- END -

01710 - 1

SECTION 01710 – CLEANING DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Cleaning-up required for specific work is specified in Sections pertaining to the work.

1.2 REQUIREMENTS

A. Fire Protection: Store volatile waste in covered metal containers, and remove from

premises daily.

B. Pollution Control: Conduct clean-up and disposal operations to comply with local

ordinances and anti-pollution laws.

C. Disposal of volatile fluid wastes in project or municipal sanitary or storm system is not

permitted.

D. Disposal shall be in accordance with EPA Regulations and Guidelines.

PART 2 - PRODUCTS

2.1 CLEANING MATERIALS

A. Certain items in this Specification are listed by manufacturer and/or manufacturer's

model number to establish general style, type, character and quality of the product

desired. Similar items manufactured by other than those listed will be considered,

providing submittals are made according to Pre-Bid Approval requirements of

Instructions to Bidders.

B. Where no manufacturer or model number are given, any product meeting performance

or design criteria, or referenced trade association standard may be used and Pre-Bid

Approval is not required.

C. Use only cleaning materials recommended by manufacturer of surface to be cleaned.

D. Use cleaning materials only on surfaces recommended by cleaning material

manufacturer.

01710 - 2

PART 3 - EXECUTION

3.1 DURING CONSTRUCTION

A. Execute periodic cleaning of Project site to ensure that building, grounds and adjacent

public and private properties are maintained free from accumulation of waste material

and rubbish caused by Project construction operations.

B. Sprinkle dusty debris with water.

C. At reasonable intervals during progress of work, clean up site and dispose of waste

materials, rubbish, and debris.

D. Provide adequate number of "dumpster" containers and locate on site for collection of

waste materials, rubbish and debris.

E. Do not allow waste materials, rubbish, debris and garbage to accumulate and become

unsightly, unhealthy or hazardous.

F. Remove waste materials, rubbish, debris from the site and legally dispose of same at

public or private dumping areas away from Owner's property.

G. Lower waste materials in a controlled manner with as few handlings as possible; do not

drop or throw materials from heights.

H. Schedule cleaning operations so that dust or other contaminants resulting from cleaning

process will not fall on wet, newly painted surfaces.

3.2 FINAL CLEANING

A. Use experienced cleaners for final cleaning.

B. At completion of construction and just prior to acceptance or occupancy, conduct a final

inspection of exterior surfaces.

C. Remove grease, dust, dirt, stains, labels, and other foreign materials, from exterior

surfaces.

D. Repair, patch and touch-up marred surfaces to match adjacent finishes.

E. Broom clean paved surfaces; rake clean other surfaces of grounds.

F. Maintain cleaning until Project, or portion thereof, is accepted by the Owner.

- END -

02050 - 1

SECTION 02050 – DEMOLITION DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 1 Specification Sections, apply to this Section.

B. Summary of Work: 01010

C. Temporary Facilities, Utilities and Operations: 01500

1.2 DESCRIPTION

A. Include all incidental demolition as indicated on the drawings and as necessary to

complete the work.

B. The contractor shall inspect the completed demolition and lay-out to determine the

nature and location of all conflicts between new and existing construction and correct

accordingly.

C. Demolish existing work to be removed completely and remove from the site. Use such

methods as required to complete the work within the limitations of governing

specifications requirements.

D. Proceed with demolition in a systematic manner and in accordance with the requirements

of Section 01140.

1.3 PROTECTION OF ITEMS TO REMAIN

A. Properly protect all existing utilities such as conduit, wires, equipment and all drains,

conduits, and other pipes, and other existing components on the roof areas.

1.4 DEMOLITION

A. Proceed with demolition in accordance with the guidelines for Category I Non-Firable

Asbestos Containing Materials.

B. Contractor shall submit Notification of Demolition and Renovation to the Department

of Environmental Quality (DEQ) at least ten (10) days prior to the commencement of

the demolition or renovation work.

02050 - 2

1.5 UTILITY SERVICES

A. Maintain existing utilities indicated to remain; keep in service and protect against

damage during demolition operations.

B. Do not interrupt utilities serving occupied or used facilities, except when authorized by

owner and authorities having jurisdiction. Provide temporary services as necessary

during interruptions.

1.6 OBSTRUCTIONS TO CONSTRUCTION

A. Remove all obstructions and/or hindrances to construction of the project.

1.7 POLLUTION CONTROL

A. Use sprinkling, temporary enclosures, and other suitable methods as necessary to limit

the amount of dust dirt rising and scattering in the air, to the lowest level of air pollution

practical for the condition of work. Comply with the governing regulations.

B. Clean adjacent structures and improvements of any dust, dirt, and debris caused by

demolition operations. Return these areas to condition existing prior to the start of the

work.

1.8 DEBRIS

A. All debris shall be removed from the site by the contractor and disposed of in a legal

manner and in accordance with EPA and DEQ Regulations.

B. Burning of removed materials will not be permitted on site.

1.9 SALVAGE MATERIALS

A. All salvage materials except property belonging to public service corporations or

materials that Owner wishes to retain shall be property of contractor.

B. No vending of materials is permitted on project site.

- END -

04530 - 1

SECTION 04530 - STONE CLEANING DUPLANTIER & MERIC, ARCHITECTS, L.L.C.

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and Division 1 Specification Sections, apply to this

Section.

B. Shop Drawings and Submittals: 01300

C. Materials and Equipment: 01600

D. Joint Sealants: 07901

1.2 SUMMARY

A. This Section includes the following:

1. Cleaning exposed stone surfaces.

B. Existing Granite: Rustenburg South African Bon Accord.

C. The stone shall be cleaned and re - caulked. The stone at the Resource Center is

Rustenburg South African Bon Accord ( Flame Textured ).

1.3 SUBMITTALS

A. General: Submit all shop drawings and product data in accordance with the

submittal requirements specified in Section 01300 "Shop Drawings and

Submittals".

B. Product Data: Submit product data for each product indicated including

recommendations for their application and use. Include test reports and

certifications substantiating that products comply with requirements.

C. Qualification data for firms and persons specified in the Quality Assurance Article

to demonstrate their capabilities and experience. Include a list of completed

projects with project names, addresses, names of Architects and Owners, and

other information specified.

D. Detailed program for each phase of the work, including protection of surrounding

materials on building and site during operations. Describe in detail the materials,

methods, and equipment to be used for each phase of the cleaning and re-caulking

work.

04530 - 2

E. Cleaning program indicating cleaning process, including protection of surrounding

materials on building and site, and control of runoff during operations. Describe in

detail the materials, methods, and equipment to be used.

1.4 QUALITY ASSURANCE

A. Specialist: Engage an experienced masonry cleaning firm that has specialized in

the types of work required for this Project. At Contractor's option, the work may

be divided between two specialist firms: one for cleaning work and one for re

caulking work.

1. Field Supervision: Require specialist firm to maintain an experienced full-

time supervisor on the job site during times that stone cleaning and re

caulking operations are in progress.

B. Manufacturer Qualifications: A company regularly engaged in producing stone

cleaning compounds, which have been used on similar projects with successful

results, and that retains factory-trained representatives who are available for

consultation and jobsite inspection and assistance at no additional cost.

C. Field-Constructed Mockups: Prior to start of general stone cleaning operations,

prepare the following sample panels on the building where directed by Architect.

Prepare sample panels using same materials and methods proposed for the work,

and under same weather conditions to be expected during time of the work.

Obtain Architect's acceptance of visual qualities before proceeding with the work.

1. Cleaning: Demonstrate materials and methods to be used for cleaning the

stone surfaces and condition on sample panels approximately 25 sq. ft. in

area.

a. Test cleaners and methods on samples of adjacent non-stone materials

for possible reaction with cleaners, except where cleaners and methods

are known to have a deleterious effect.

b. Allow a waiting period of the duration indicated, but not less than 7

calendar days, after completion of sample cleaning to permit a study of

sample panels for negative reactions.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Carefully pack, handle, and ship stone and accessories strapped together in suitable

packs or pallets, or in crates or heavy-duty containers. Unload and handle to

prevent chipping and breaking.

B. Deliver other materials to Project site in manufacturer's original and unopened

containers and packaging, bearing labels as to type and names of products and

manufacturers.

04530 - 3

C. Protect materials during storage and construction from rain, snow, and ground

water, and from staining or mixing with soil and other materials.

D. Protect all materials from deterioration by moisture and temperature. Store in a dry

place or in waterproof containers. Keep containers tightly closed and away from

open flames. Protect liquid components from freezing.

E. Comply with manufacturer's recommendations for minimum and maximum

temperature requirements for storage.

1.6 PROJECT CONDITIONS

A. Clean stone surfaces only when air temperature is 40 deg F (4 deg C) and above

and will remain so until masonry has dried out, but for not less than 7 days after

completion of cleaning.

B. Do not caulk joints unless air temperature is between 40 deg F (4 deg C) and 80

deg F (27 deg C) and will remain so for at least 48 hours after completion of work.

C. Prevent joint sealants from staining face of surrounding stone and other surfaces.

Immediately remove sealants in contact with exposed stone and other surfaces.

D. Protect sills, ledges, and projections.

1.7 SEQUENCING/SCHEDULING

A. Order replacement materials at the earliest possible date, to avoid delaying

completion of the work.

B. Perform stone restoration work in the following sequence:

1. Generally clean existing stone surfaces by pressure washing. Remove plant

growth and soot prior to removing caulking.

2. Remove existing caulking and related materials. Power brush joints etc.

3. Clean joints.

4. Prime as recommended and recaulk.

5. Perform adhesion and stain testing.

6. Caulk joints after acceptable testing operations.

7. Clean all stone and window surfaces and components by pressure washing.

04530 - 4

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Certain items in this specification are listed by manufacturer and/or manufacturer's

model number to establish general style, type, character and quality of the

products desired. Similar items manufactured by other than those listed will be

considered, providing submittals are made according to Pre-Bid Approval

requirements of Instructions to Bidders.

B. Where no manufacturer or model number are given, any product meeting

performance or design criteria, or referenced trade association standard may be

used and Pre-Bid Approval is not required.

2.2 CLEANING MATERIALS AND EQUIPMENT

A. Water for Cleaning: Clean, potable, free of oils, acids, alkalis, salts, and organic

matter.

B. Brushes: Fiber bristle only.

C. Job-Mixed Detergent Solution: Solution prepared by mixing 3 oz. of trisodium

phosphate (TSP), 1 oz. of laundry detergent (Tide, All, etc.), 1 quart of 5 percent

sodium hypochlorite (bleach), and 3 quarts of warm water for each gallon of

solution required.

D. Nonacidic Gel Cleaner: Manufacturer's standard nonacidic gel containing

detergents and chelating agents and specifically formulated for cleaning masonry

surfaces. Cleaner shall have a pH between 6 and 9 and shall not be considered a

hazardous waste according to EPA 40 CFR 261.

1. Product: Subject to compliance with requirements, provide Sure Klean 942

Masonry Cleaner, ProSoCo, Inc.; Garland B – Clean.

E. Soot Remover: Manufacturer's standard alkaline cleaner formulated to remove

smoke stains and soot encrustation from stone surfaces.

1. Product: Subject to compliance with requirements, provide Sure Klean

Smoke Remover, ProSoCo, Inc.: Fireplace Cleaner; Garland B – Clean.

F. Asphalt and Tar Remover: Manufacturer's standard multipurpose solvent cleaner

formulated to remove asphalt and tar stains and soot encrustation from stone

surfaces.

1. Product: Subject to compliance with requirements, provide ProSoCo, Inc.:

Sure Klean Asphalt & Tar Remover; Diedrich Aspir Solv; Garland B –

Clean.

04530 - 5

G. Fast Acting Stripper: Manufacturer's standard solvent stripping compound

formulated to remove coatings and epoxies from stone surfaces.

1. Product: Subject to compliance with requirements, provide ProSoCo, Inc.:

Ferrous Stain Remover; Sure Klean: Fast Acting Stripper; Aldo Chemical

Premium Stripper.

H. Cleaner: Manufacturer's standard non acidic gell cleaner, wetting agents and

inhibitors formulated to remove atmospheric soiling and subsurface staining from

stone surfaces.

1. Product: Subject to compliance with requirements, provide ProSoCo, Inc.:

Ferrous Stain Remover; Sure Klean: Light Duty Restoration Cleaner;

Garland B – Clean.

I. Liquid Strippable Masking Agent: Manufacturer's standard liquid, film-forming,

strippable masking material for protecting glass, metal, and polished stone

surfaces from the damaging effects of acidic and alkaline masonry cleaners.

1. Products: Subject to compliance with requirements, provide one of the

following:

a. Diedrich Acid Guard, Diedrich Technologies, Inc.

b. Sure Klean Acid Stop, ProSoCo, Inc.

c. Prospec Glass Guard II, Watson Bowman Acme Corp.

J. Spray Equipment: Provide equipment for controlled spray application of water and

chemical cleaners, if any, at rates indicated for pressure, measured at spray tip, and

for volume. Adjust pressure and volume, as required, to ensure that damage to

stone does not result from cleaning methods.

1. For chemical cleaner spray application, provide low-pressure tank or

chemical pump suitable for chemical cleaner indicated, equipped with a

cone-shaped spray tip.

2. For water spray application, provide a fan-shaped spray tip that disperses

water at an angle of not less than 15 degrees.

K. Manufacturer shall confirm that products intended for use are appropriate for the

conditions encountered at the site and are appropriate for the surfaces to be cleaned

without damage to surfaces and adjacent materials.

2.3 CHEMICAL CLEANING SOLUTIONS

A. General: Unless otherwise indicated, dilute chemical cleaning materials with water

to produce solutions of concentration indicated but not greater than that

recommended by chemical cleaner manufacturer.

B. Alkaline Cleaner for Prewashing: In a concentration recommended by chemical

cleaner manufacturer.

04530 - 6

C. Acid Neutralizer for after washing: In a concentration recommended by chemical

cleaner manufacturer.

D. Soot Remover: In a concentration recommended by chemical cleaner

manufacturer.

PART 3 - EXECUTION

3.1 PREPARATION

A. General: Comply with recommendations of cleaner manufacturer's chemical

cleaners for protecting building surfaces against damage from exposure to their

products.

B. Protect persons, motor vehicles, surrounding surfaces of building whose masonry

surfaces are being restored, building site, plants, and surrounding buildings from

injury resulting from masonry restoration work.

1. Prevent chemical cleaning solutions from coming into contact with

pedestrians, motor vehicles, landscaping, buildings, and other surfaces that

could be injured by such contact.

2. Do not clean stone during winds of sufficient force to spread cleaning

solutions to unprotected surfaces.

3. Dispose of runoff from cleaning operations by legal means and in a manner

that prevents soil erosion, undermining of paving and foundations, damage

to landscaping, and water penetration into building interiors.

4. Erect temporary protection covers over pedestrian walkways and at points of

entrance and exit for persons and vehicles that must remain in operation

during course of masonry restoration work.

C. Protect adjacent surfaces from contact with alkali chemical cleaners by covering

them either with liquid strippable masking agent or polyethylene film and

waterproof masking tape.

3.2 CLEANING, GENERAL

A. Use only those cleaning methods indicated for each stone material and location.

B. Perform each cleaning method indicated in a manner that results in uniform

coverage of all surfaces, including corners, moldings, and interstices, and that

produces an even effect without streaking or damaging stone surfaces.

C. Rinse off chemical residue and soil by working upwards from bottom to top of

each treated area at each stage or scaffold setting.

04530 - 7

D. Removing Plant Growth: Completely remove plant, moss, and shrub growth

completely from masonry surfaces. Carefully remove plants, creepers, and

vegetation by cutting at roots and allowing to dry as long as possible prior to

removal. Remove loose soil or debris from open masonry joints to whatever

depth it occurs.

1. Apply ammonium sulfamate or another acceptable root-killing material to

plant roots according to manufacturer's instructions. Do not apply materials

to plants or vegetation to remain on or around the building.

E. Water Application Methods: Where water application methods are indicated,

comply with the following:

1. Spray Applications: Spray-apply water to masonry surfaces to comply with

requirements indicated as required to produce intended results without

damage to the existing surfaces.

a. Low-Pressure Spray: 100 to 400 psi; 3 to 6 gal. per minute.

b. Medium-Pressure Spray: 400 to 800 psi; 3 to 6 gal. per minute.

c. High-Pressure Spray: 800 to 1200 psi; 3 to 6 gal. per minute.

F. Chemical Cleaner Application Methods: Apply chemical cleaners to masonry

surfaces to comply with chemical manufacturer's recommendations using brush or

spray application methods, at Contractor's option, unless otherwise indicated. Do

not allow chemicals to remain on surface for periods longer than those indicated

or recommended by manufacturer.

1. Spray Application: Apply chemical cleaners at pressures not exceeding 50

psi, unless otherwise indicated.

2. Reapplying Chemical Cleaners: Do not apply chemical cleaners to same

stone surfaces more than twice. If additional cleaning is required, use a

steam wash.

3.3 CLEANING STONEWORK

A. Detergent Cleaning: Clean all stone surfaces with a detergent solution applied as

follows:

1. Wet stone with cold water applied by low-pressure spray.

2. Scrub stone with detergent solution using medium-soft brushes until soil is

thoroughly dislodged and can be removed by rinsing. Use small brushes, as

required, to remove soil from mortar joints and crevices. Dip brush in

solution often to ensure adequate fresh detergent and that masonry surface

remains wet.

3. Rinse stone with cold water to remove detergent solution and soil, applied as

follows:

a. High-pressure spray.

04530 - 8

4. Repeat cleaning procedure above where required to produce the effect

established by the mockup.

a. High-pressure spray.

B. Non-acidic Gel Chemical Cleaning: Clean all stone surfaces with a non-acidic gel

cleaner applied as follows:

1. Wet stone with cold water applied by low-pressure spray.

2. Apply non-acidic gel cleaner in a 1/8-inch thickness by brush, working into

joints and crevices. Apply quickly and do not brush out excessively so that

the area will be uniformly covered with fresh cleaner and dwell time will be

uniform throughout the area being cleaned.

3. Let cleaner remain on surface for period indicated below:

a. As recommended by chemical cleaner manufacturer.

4. Remove bulk of non-acidic gel cleaner by squeegeeing into containers for

disposal.

5. Rinse stone with cold water to remove chemicals and soil, applied as

follows:

a. High-pressure spray.

6. Repeat cleaning procedure above where required to produce the effect

established by the mockup. Do not apply more than twice.

C. Soot Removal: Where needed, remove soot from masonry surfaces as follows:

1. Apply chemical soot remover to stone with brushes.

2. Allow chemical soot remover to remain on surface for period recommended

by soot remover manufacturer.

3. Remove chemical and soot residue by rinsing with water applied as follows:

a. High-pressure spray.

4. Apply an afterwash non-acidic cleaner to stone while it is still wet using

low-pressure spray equipment or a soft-fiber brush. Let cleaner remain on

surface for period recommended by manufacturer, unless otherwise

indicated.

5. Rinse stone with cold water to remove chemicals and soil, applied as

follows:

a. High-pressure spray.

04530 - 9

D. Asphalt and Tar Remover: Where needed, remove asphalt, tar, grease and oils

from stone surfaces as follows:

1. Apply diluted solution to stone with brushes or low pressure ( 40 psi )

spray.

2. Allow product to remain on surface for period of approximately 3 to 4

minutes or as recommended by manufacturer.

3. Reapply the cleaner and brush vigorously.

3. Rinse with water applied as follows:

a. High-pressure spray 400 to 1000 psi with a water flow rate of 6 to 8

gallons per minute.

b. Adjust equipment as require to control cleaning of sensitive surfaces.

4. Rinse stone with cold water to remove chemicals and soil, applied as

recommended by the manufacturer.

E. Fast Acting Stripper: Where needed, remove coatings, oils, grease and oils from

stone surfaces as follows:

1. Apply thick coating of product to stone to dry surfaces.

2. Allow product to remain on surface or dwell for period of approximately 15

to 20 minutes or until signs of dissolving are observed. Periodically agitate

surface with a stiff brush.

3. Reapply the cleaner and brush vigorously.

3. Rinse with heated water applied as follows:

a. High-pressure spray 400 to 1000 psi with a water flow rate of 6 to 8

gallons per minute. Water temperature should be at approximately 150

degrees F as recommended by manufacturer.

b. Adjust equipment as require to control cleaning of sensitive surfaces.

4. Rinse stone with cold water and or cleaner solution as recommended by the

manufacturer.

F. Restoration Cleaner: Where needed, remove atmospheric soiling and subsurface

staining from stone surfaces as follows:

1. Pre wet surface and apply cleaner to stone using a brush or roller. Scrub

as required.

2. Allow product to remain on surface or dwell for period of approximately 5

to 15 minutes or until signs of dissolving are observed. Periodically agitate

surface with a stiff brush.

3. Reapply the cleaner and brush vigorously.

3. Rinse with heated water applied as follows:

a. High-pressure spray 400 to 1000 psi with a water flow rate of 6 to 8

gallons per minute.

b. Adjust equipment as require to control cleaning of sensitive surfaces.

04530 - 10

4. Rinse stone with cold water and or cleaner solution as recommended by the

manufacturer.

5. Repeat process as necessary to achieve intended results.

3.4 FINAL CLEANING

A. After caulking has fully cured, thoroughly clean exposed stone surfaces of foreign

matter using stiff nylon or bristle brushes as needed and clean water, which shall

be spray-applied at a low pressure.

B. Using metal scrapers or brushes is not permitted.

C. Using acid or alkali cleaning agents is not permitted.

- END -

07901 - 1

SECTION 07901- JOINT SEALANTS DUPLANTIER & MERIC, ARCHITECTS, L.L.C. PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

B. Shop Drawings and Submittals: 01300 C. Material and Equipment: 01600 D. Demolition: 02050

1.2 SUBMITTALS

A. General: Submit all shop drawings and product data in accordance with the submittal requirements specified in Section 01300 Shop Drawings and Submittals.

B. Samples: Submit for selection by Architect, color samples of each type sealant required.

Prepare sample joint where directed by Architect; permanent work shall be in accordance with the approved sample. The intent is to match the color of the existing caulking which is black.

C. Product Data: Submit manufacturer's written recommendations for use and installation of

each product used. D. Testing Data: Submit testing data. E. Sealant Compatibility, Adhesion and Stain Test Reports: Submit an evaluation report and

statement from the sealant manufacturer showing that the sealant has been tested for compatibility and adhesion and stain resistance with material in contact with the sealant and that joints have been reviewed for the shape and location and that the materials comply with the specification and performance requirements and are suitable for the intended use.

1. Include the sealant manufacturer’s interpretation of test results relative to sealant

performance and recommendations for primers and substrate preparation necessary to obtain adhesion.

2. Provide stain test reports on the granite.

1.3 DELIVERY AND STORAGE

07901 - 2

A. As specified in 01600. B. Comply with manufacturer's written procedures and recommendations.

1.4 GUARANTEE

A. Installer / Contractor Guarantee: The Installer / Contractor shall guarantee the work in writing against all defects in workmanship for a period of two (2) years from date of Substantial Completion.

B. Manufacturer Guarantee: The Manufacturer shall guarantee the work for all Hybrid

urethane, polyether based sealants in writing from all material defects including staining, adhesion failure, cracking and discoloration for ten (10) years from date of Substantial Completion.

C. Manufacturer Guarantee: The Manufacturer shall guarantee the work for all silicone based

sealants in writing from all material defects including staining, adhesion failure, cracking and discoloration for twenty (20) years from date of Substantial Completion.

1.5 WEATHER CONDITIONS

A. Do not perform caulking and sealing under adverse moisture and temperature conditions. B. Proceed with this work only when forecasted weather conditions are favorable.

1.6 TESTING

A. Perform testing as specified. B. Perform non-staining testing for application in conjunction with all granite surfaces as

required to insure caulking/sealants do not stain granite surfaces. C. Preconstruction Sealant Compatibility, Adhesion and Stain Testing: Submit to the sealant

manufacturer samples of all materials that will be near or in contact with sealant, for compatibility and adhesion testing. Comply with the following requirements:

1. Submit not less than nine pieces of metal and glass for adhesion testing and one

sample of substrate materials including gaskets, setting blocks, and spacers for compatibility testing in accordance with the manufacturer’s testing requirements.

2. Schedule sufficient time for testing and analyst of results. 3. Use test methods standard with the manufacturer to determine if priming and specific

joint preparation techniques are required to obtain rapid, optimum adhesion of sealant to substrates.

4. Adhesions capabilities of the sealant shall be evaluated after initial cure and after being immersed in water for seven (7) days. Evaluation shall commence immediately

07901 - 3

after removal from water. 5. Perform tests under normal environmental conditions that will exist during actual

installation. 6. Investigate material that fails compatibility or adhesions tests and obtain the sealant

manufacturer’s written recommendations for corrective measures including the use of specialty formulated primers.

PART 2 - PRODUCTS 2.1 MANUFACTURERS

A. Certain items in this Specification are listed by manufacturer and/or manufacturer's model number to establish general style, type, character and quality of the product desired. Similar items manufactured by other than those listed will be considered, providing submittals are made according to Pre-Bid Approval requirements of Instructions to Bidders.

B. Where no manufacturer or model number are given, any product meeting performance or

design criteria, or referenced trade association standard may be used and Pre-Bid Approval is not required.

2.2 MATERIALS – GENERAL

A. Exterior: Provide manufacturer's standard non staining, elastomeric sealants that are compatible with joint fillers, joint substrates, and other related materials required for applications generally at granite surfaces and glass at window system.

1. Sealant for Joints for use with all Granite surfaces shall be a one-part urethane sealant

/ silyl terminated polyether (non-staining): The following are approved:

a. Garland: Green-Lock Sealant XL. b. Garland: Tuff-Stuff MS. c. Tremco: Dymonic FC. d. BASF: MasterSeal NP 150: Sonolastic 150 with VLM. e. The following surfaces shall be caulked with the above non silicone caulking:

• Granite to Granite. • Granite to Aluminum Frames at Window System. • Granite to Hollow Metal Frames. • Granite to Plaster. • Granite to Brick. • Brick to Brick. • Brick to Plaster. • Brick to Hollow Metal • Brick to Granite. • Plaster to Aluminum Frames at Window System. • Plaster to Granite.

07901 - 4

• Plaster to Plaster. • Aluminum Frames at Window System to Granite. • Aluminum Frames at Window System to Plaster.

2. Sealant for Joints for use with all Glass to Glass surfaces shall be a one-part silicone

sealant. The following are approved:

a. Tremco: Spectrem 1 & Spectrem 2. b. General Electric Company: Silpruf SCS NB 9000. c. Dow Corning: 795. d. The following surfaces shall be caulked with the above silicone caulking:

• Glass to Glass at Aluminum Frames at Window System.

B. Back-up for joints: Resilient type such as open cell foam rod, sponge rubber hose or rod stock, or supporting type such as cork or non-impregnated fiber board as recommended by sealant manufacturer.

C. Primer: As recommended by sealant manufacturer. D. Bond Breakers: Polyethylene tape, or equal as recommended by sealant manufacturer.

E. The work is related to the exterior weatherseal joints and not the interior structural joints.

An existing aluminum frame member exist on the interior side of the glass to glass joints with structural silicone which shall not be disturbed.

PART 3 - EXECUTION 3.1 WORKMANSHIP

A. Employ only qualified workmen, skilled in this type of work. B. Installer shall be certified or approved in writing by the sealant manufacturer.

3.2 EXAMINATION

A. Examine surfaces to be caulked. Report unsatisfactory conditions. B. Do not start caulking until unsatisfactory conditions have been corrected. Proceeding

with installation will be construed as evidence of acceptance of conditions. 3.3 PROTECTION

A. Protect adjacent surfaces from damage, soiling and adhering of compound. Mask as

07901 - 5

necessary. B. Protect caulked surfaces from scratching, scraping and puncturing.

3.4 PREPARATION

A. Properly prepare joints and surfaces including grinding to virgin material to receive sealants.

B. Remove dust, coatings, moisture, rust, grease and loose materials. C. Rake joints free of mortar, grout, etc. as necessary to maintain minimum required caulk

joint depth for width shown on drawings. Maintain caulking width of not more than dimension indicated.

D. Complete caulking before finish painting is started.

3.5 INSTALLATION - GENERAL

A. Comply with compound manufacturer's printed installation recommendations except as otherwise shown or specified.

1. Clean and prime all joint surfaces. 2. Install specified back-up and apply bond breakers to ensure that compound will

perform properly.

B. Install specified gaskets and other materials as detailed, and in accordance with manufacturer's recommendations.

C. Apply compound with gun having nozzle of proper size and shape for joint required. Use

sufficient pressure to fill all of joint leaving no voids. D. Finish joints to a slightly concave surface, unless specified or shown otherwise. Leave

surface of applied compound neat, smooth and clean. Remove excess compound. E. All caulking joints shall be well bonded and conform in size and shape to that indicated

on drawings or as required to render the building watertight. F. Use only colors matching approved samples. G. Mask off adjacent surfaces as required prior to caulking.

3.6 CAULKING JOINTS IN EXTERIOR SURFACES

A. Regulate joint width to depth proportions generally as follows:

07901 - 6

WIDTH DEPTH Less than 1/4" 1/8" 1/4" to 1" Half of width dimension Over 1" 1/2"

B. Install as specified under "Installation - General" above.

3.7 CAULKING PERIMETER JOINTS IN EXTERIOR DOORS AND WINDOWS

A. Pack joints which are too deep, and joints not properly backed, with specified backing material to provide specified sealant proportions.

B. Caulk both sides of frame. Set threshold, saddles, and sills in non-sag compound. C. Install as specified under "Installing - General" above.

3.8 CLEAN-UP

A. Remove soil, stain and extraneous material, caused by caulking work, from adjacent surfaces. Use only solvents or cleaning agents recommended in writing by caulking compound manufacturer.

B. Repair or remove and replace damaged, defective or sloppy work. C. Remove and replace adjacent work that cannot be satisfactorily cleaned.

- END -